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Permit 369 Plaza Drive
CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 a Application Number . . . . . 09-00000995 Date 7/09/09 Property Address . . . . . . 369 PLAZA Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc 200 amps 240 volt remodel ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DENT GATEWAY ELECTRIC COMPANY 11246-19 DISTRIBUTION AVE E ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268-0275 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/05/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH � oAI I I I I 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 •7 e OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING•DEPT@COAB.US ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 13 NO ((y� (� ��� W S PERMIT#: r)C1 �J VVJ 111 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS: 6.PHONE: '11114 till 7.NAMECOMPANY: j^ �.� 8.ADDRESS.: 111-} "!t-�� .C7,�a�c 1c1 �01�1 �fl►�� I Z2 G G 9.STAT LORIDA LICE SE NO: 10.CELL PH 11.FAX NO.: ��©01 L,0-7 15 -7 o Wz3 Wb--) .-7l (� 12.EMA ADDRESS: 13.OFFICE PHONE: 14. +.nCA- I1 -C 22;1 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)mon s at any time a work is commenced. CONTRACTORS SIGNATURE: ,.; .. 772" - ll ❑MULTI FAMILY-#OF UNITS: WRESIDENTIAL ❑SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL ❑ADDITION ❑TRAILOR r: �.,, Lsl'ILLTERATION ❑SIGN ErOLD ❑NEW ❑'05 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE ❑OTHER: 20.TYPE OF SERVICE: ❑OVERHEAD R<NDERGROUND ❑UNDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE: ❑ POWER IS ON ❑ POWER IS OFF 22.SIZE OF CONDUCTOR: AMPACITY: ❑COPPER ❑ALUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: PH:_J_ W. _ VOLT:_J�t_0 RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: E v PH:___L_ W.-__,5__ VOLT: © RACEWAY SIZE: 26.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: "S_ FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑ NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI-FAMILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS:-1 2 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 777777 777-77777 ,7777 #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: #OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KW: NUMBER: VOLTAGE: HP: KVA: NUMBER: VOLTAGE: HP: KVA: UNDER 60OV: NUMBER: KVA: OVER 60OV: NUMBER: KVA: 77 DESCRIBE IN TAIL: cr ve-rk BLDG02 Permit Application Elac:REVISED:12/182008 N Lu t; u I£ U o .� ON EAVE PROTECTION o m p a� N / 2 PLYS BUILDING PAPER �o�- 122 12 SOLID SHEATHING =u- 7 PITCH / `36" "' VENY ATTIC SPACE 1/300 4! O \ MIN 25% OF 1/300 ® TOP 1'-0" MIN 25% OF 1/300 ®\BOTTOM INSULATION BAFFLE - 30'-0'�SPAN ROOF TRUSSES ® 24" \ / BRACE AS REQUIRED 16 - 8x8 POST BEYOND 12" NOMINAL CULTURED 3 FLAGSTONE CAP - 8' 2 8" 1" STONE VENEER ON GALVANIZED METAL~� LATH MORTAR BED ' BUILDING PAPER BEDROOM#4 CLO BATHDo ` 3/8" PLY SHEATHING it Fi 2x8 STUDS ® 16" O.C. LA 6 4 DRAINAGE OPENING------�� 0-1" SPECIFICATIONS FLASHING —� -..-- _. ._ ` ' ROIOF: 1 ASRIHALT SHINGLES FULLY BUILDING PAPER INSULATE CAVITY 3/'$" PLYWOOD SHEATHING W/ H CLIPS ROiOF TRUSSES ® 24" o/c w/ 1 3/4" HEEL CE4LING: GREAT ROOM KITCHEN 2 R — 40 BATT INSULATION STONEDETAIL C 6 MIL POLY V.B. (U.V. RESISTANT) SCALE: 1 " = 1 '-0" 0 5/!8" GYPSUM BOARD fj f' 7 '0 SLOPE DN `;CA/SOFFT:1/8" PER FT &L4 >6" PlXt ,\ ` ALUM GUTTER ON 2x$ FASCIA BOARD VENTED ALUM, SOFFIT I I R-12 RIGID INSULATION TO BELOW9 ETERIOR WALL: FROSTLINE. MIN 24" BELOW 4 GRADE 7X- FINISHEDYL SIDING (CEDAR SIDING WHERE NOTED) I i UNFINISHED BASEMENT -1 BUILDING PAPER 2X 12 RIDGE BD I I 04 3/8" PLY SHEATHING 2 x 6 STUDS ® 16 o/c R 2D BATT INSULATION 12 BOND BREAK & 8 6 MIL. POLY. V.B. (U.V. RESISTANT) 2x10 ROOF JOISTS PITCH I I FLEXIBLE SEALANT 1/2" GYPSUM BOARD ® 24" O.C. 7 INTERIOR PARTITION: 2x4 COLLAR TIES � � � 1 5 1/2" GYPSUM BOARD - EACH SIDE 2 24" O.C. 2x8 BLOCKING nnL " — -� `" -j 2 x 4 STUDS ® 16" o/c tl CROSSECT � ON A 6 SECOND FLOOR: � FII`IISH FLOORING 2x2 ON EDGESCALE: 1/4"=l '—O"1 3/4" T & G PLYWOOD SUBFLOOR I I 2 " CONTINUOUS 2 NAILED & GLUED WHERE NOTED 2x6 WALL 2 SCREENED VENTING x 10 FLOOR JOISTS 0 12" o/c & ® 16" o/c L x 2 CROSS BRIDGING (MAX. 7'-0" o/c) GIRDER TRUSS D_ T 1/2" GYPSUM BOARD FLOOR: _ z (DMAAIN FI�IISH FLOORING _ 3/4" T & G PLYWOOD SUBFLOOR 12 NAILED & GLUED WHERE NOTED 2x10 ROOF2 x 10 FLOOR JOISTS ® 12" o/c & ® 16" o/c JOISTS I _ PITCH 7 2 x 2 CROSS BRIDGING (MAX. 7'-0" o/c) 1/2" GYPSUM BOARD ( ® FINISHED AREAS ONLY) DETAI IL— ) D � ROO TRUSSES Bco ASEMENT FLOOR: ® 2 o.c. �I, 8 3-1/2" CONCRETE SLAB SCALE: 3/4"-1'-0" 6 MIL. POLY. GIR R TRU S - 6" COMPACTED GRAVEL JACKS Z� JACKS" 24' O.C. - 24' O.C. 9 EXTERIOR FOUNDATION: ARCHED 2 COATS ASPHALT EMULSION 1x10 TRIM AR -1, 8" CONC. FOUNDATION WALL —8R--12 RIGID INSULATION TO BELOW FROSTLINE T- MIN 24" BELOW FINISHED GRADE CEDAR Uj , z 16" x 6" CONCRETE FOOTING SHINGLES INTERIOR FOUNDATION: MASTER SUITE BEDROOM#3 r 10 2 x 4 STUDS @ 16" o/c (2x6 WHERE NOTED) 6 CONC. CURB 16" x 6" CONCRETE FOOTING i 12 SLOPE D / \ 4O 1/8" PER FT ,i- 1 1 DRAINAGE:: 12 I -- XXII I! I _... _ _ � _ 1 .—_.T1 X1 �' -- _ -. I 6" MIN. DRAIN ROCK COVER TREATED 2x6 RAFTERS 4 4.. DIA. DRAIN TILE � ® 24" Q.G. (EXPOSED) r-�`_�---_- - 8" / o 1 2 STAIRS: (BASEMENT)_ 2x6 BLOCKING _ — - © _ _ Fitr 1ly- 4 RISERS ® 7 H-- 9 1/2" RUNS w/ 1' NOSING J / Lj ` ¢ 2x10 STRINGERS FOYER °p �RNbi 32" HIGH HANDRAIL COVERED , N KITCHE .- �� / ,�t p , 6'-6 3/4" MIN. HEADROOM x VERANDAH I ti� This drawing is the STAIRS- MAIN exclusive property of 2x8 FLUSH BM. I• 1 3 /J ++ """` I f` 1 3 JENISH HOUSE """"` may. " yi r o DESIGN LIMITED i ,. C � 1 RISERS ® 7-7/16' . 1 i t� a� r� a and may not be 1x6 TRIM BD. ! HANGER �/ �. I - t< s ..,..•� `r 2x, / / 9 1 2" RUNS w 1" NOSING reproduced or used \\ 2x4 BLOCKING PLATE Iw �"`p Ifj 10 STRINGERS in any form without 3-2x8 BM. j pa - -AEN�' 3�" HIGH HANDRAIL from some ` 2x4 FASCIA Bp. � written permission 1'-8" %. DBL. JOIST - �% / ` � ° `I4"� ' 6 3/4' MIN. HEADROOM CRAWLSPACE O 0 � � -T�6S � �� �1{ COLOURS ohjS ,�;„J REFERENCE ` HE COQY N STOCK ao v N STO AGE UNFINISHED BASEMENT �' DSL 12 I I CHECKED > > IK D ETAI E DATE SCALE: 1 '=1'--O" APR '99 1 O SCALE: AS NOTED CROSS SECTION B 6EOF6 SCALE: 1/4"=1 '-0" 2 PLAN NUMBER: 7-4-856 WESTECH 174980 U U 0 C'i 0 cc." 0 N 3.1 S4 �3 -2 0 E) LL z O UPPER RIDGE 12 LU .ROOF VENTS 7 -----AS REQUIRL_f__________ ---_5" ALUMINUM CUTTER -ON 2x8 FASCIA BD-----. ()PPFR rl r, —-------- -r--CEDAR SIDING----- --------- x 6 DOOR --Vll M 12 122x6 BASE TRIM--- 4 W/ 2x3 ON TOP 4 015 DEGREES UPPER FLOOR FLASH OVER ALL UNPROTECTED OPENINGS.•- Cz COD I Lai 6 77 MAIN FLOOR LU RIGHT ELEVATION BSMT FLOOR PAINTED GALVANIZED METAL HOOD FLASHING CAP --' 'B' VENTS UPPER RIDGE BUP rNl Uj Z_L W r7n N1 l< NA&A UPPER CLC P [i It--87 Alm --------- UPPER FLOOR This drawing is the DESIGN LIMITED and may not be reproduced or used in any form without written permission from some S/0 REFERENCE STOCK SH OVER 2x8 TRIM DRAWN: �- - -- -- - - __ _ _ _ _ _ — - =.: T -- _— DSL MAIN FLOOR CHECKED. IK DATE: APR '99 SCALE: LEFT ELEVATION 1/4"=l'-O" SHEET: 5 OF 6 PLAN NUMBER, BSMT FLOOR 7-4-856 WESTECH 174960 U- U 6 IE ,(-0 .>A 0 IE 55,j o- °3 2 C"A In 6 co C4 C4 0TU� t2 Z UPPER RIDGE FLASH OVER 2X8 TRIM BD 12 7 Uj FLASHING--- I x4 TRIM BOARD ON- ASPHALT SHINGLE ----2x10 BARGE BOARD 7 _CEDAR SHINGLE-- ---SIDING- __l`X10" TRIM SO'— UPPER CLG y-8- S/GL 1 x4 BASE TRIM 4 iL CEDAR SHINGLE RAFTERS PF UPPER FLOOR 1x6 TRIM 8x8 POSTS -------,BEVEL CORNERS(TYP) 12" FLAGSTONE S/G S/G —-- ---—-- -——— —— WALL CAP RIM COLLAR (CULTURED STONE) ' H 2 -0 — 1" STONE OR — — — — — — IN Al AGE, OPEN CULTURED STONE VENEER _FLASHING MAIN FLOOR L FRONT ELEVATION. BSMT FLOOR B- — - E D D F A H UPPER RIDGE H 1.10L -- YOU IT S 0�_c SECOND FLQ-QE- ROOF. __o MT JACK TRUSSES 0 24" O.C. '. UPPER CLG 30'-0" SPAN GIRDER TRUSS Q_ 30'-O'p SPAN ROOF TRUSSES 0 24" O.C. 5'-3" SPAN GIRDER TRUSS Q— 13'-0 1/2" SPAN MONO ROOF TRUSSES 0 24" O.C. (BASED ON 2PLY GIRDER) FRAME W/ 2x10 ROOF JOISTS 0 24" O.C. lo'-O" SPAN ROOF TRUSSES 0 24" O.C. •_--_ --Y-- _..�.__�_..___---__ --- -- --. � ,_-._— .----_ - �..__-�R — - � y. --- � r --- ----------- MAIN _ FLOOR ROOF: UPPER FLOOR FRAME W/ 2x6 ROOF RAFTERS (EXPOSED RAFTER TAILS) &2X6 CLG JSTS 0 24" O.C. This drawing is the excve property of 6x6 POSTS JENISH HOUSE ROOF FRAME P LAN. DESIGN LIMITEDand may not be reproduced or used SCALE: RAILING: (36" HIGH1 in any form without written permission Ll * ALL ROOF TRUSSES TO HAVE 1 3/4" HEEL 2x6 TOP CAP from same2x4 TOP RAIL * TRUSS LAYOUT TO BE CHECKED, VERIFIED & ENGINEERED '0 2x2 VERTICALS 0 6" SPACING 2x4 BOTTOM RAIL REFERENCE BY TRUSS MANUFACTURER 4x4 INTERMEDIATE POSTS STOCK MAIN FLOOR DRAWN DSL CHECKED. IK R E A R ELEVATION. DATE APR 99 SCALE. SHEET: 4 OF 6 EMT FLOOR PLAN NUMBER: 7-4-856 Coq` p I ct-A WESTECH 174080 NOT W O_� � E N E R L W w lY o it V¢LA 4N7( fiM ON QmWQ O�2 � am, STANDARD NOTES INSULATION AND VENTILATION u o 0, • By commencing construction of a building from these drawings,the • Minimum insulation requirements D Tese Root/ceiling I 40 (R.S.I. - 7.0 A� 6 owner and/or budder accepts the CON ITIONS OF SALE of t Walls 2 x 4 R- 14 (R.S.I. - 2.45 �' drawings and has read and understands the GENERAL NOTES as R- 20 R.S.I. - 3.5 z follows. Walls-2 x 6 • The following notes are to be included with and become pail Oil the INSULATION REQUIREMENTS 4500 DEGREE DAYS OR GREATER attached plans. Roof/ceiling R` 44 (R.S.I. - 7.7 • All work Shall conform to the current Building Codes adapte(J by Walls R- 22 R.S.I. - 3.85 authorities having jurisdiction or local Building Codes and Bylaws • 6 mil poly vapour barrier Shall be installed on the warm side of which may take precedence insulation. • All work shall be equal in all respects to good building practiCe. + Ceiling insulation may be loose rill type or batt type,wall and floor • Written dimensions take precedence over scaled drawings insulation shall be batt type. • JENISH HOUSE DESIGN LIMITED shall not be responsible for any*var- + Provide baffle for air space(equal to soffit venfing) between insul iances from the structural drawings and specifications, or OCljust- ation and root sheathing at exterior wall line. ments required resulting from conditions encountered at the joie site , Walls and ceilings between residence and attached garage or LU and is the sole responsibility of the owner or contractor carport shall be unsutated • Construction loads on the structure caused by interim storaCge of • Insulation requirements may vary with heating systems and with materials or use of equipment,shall not be allowed f0 excee(d the local conditions Check with local authorities design loadings • All roof spaces shall be ventilated with soffit,roof,or gable vents.or a combination of these equally distributed between top of roof space ERRORS AND OMISSIONS and soffits • Attics or roof spaces to be vented minimum 1/300 of area.Unheated JENISH HOUSE DESIGN LIMITED makes every effort to provide com• crawispaces to be vented minimum 1/500 of area with closeable plete and accurate home plans However,we assume no liability f(:)r any vents errors or omissions which may affect construction.It is the responsibility FIREPLACES AND MASONRY of the builder to check and verity all dimensions and details before pro ceeding with construction. • All masonry applications shall be in accordance with The current Should any discrepancies be found on these plans please c5dvise Building Codes. our office at your earliest convenience By doing so we will be able to + All fireplace and chimney installations shall be governed,inspected make corrections to the drawings and replace any plans purch(nsed if and approved by minicipal authorities (separate permit may be � I necessary In this way we can better serve you and prevent errors from required). —• recurring • Fireplace(s) to be finished to owner's specifications including hearth and mantle if specified STRUCTURAL DESIGN AND ENGINEERING • Wood burning fireplace hearths to be minimum 16" deep and project minimum 8"each side of opening To provide our clients with distinctive and attractive designs,it has • Fireplace flue size is minimum 1/10 of fireplace opening size been necessary in some instances to use beam sizes and framing + Dampers shall be rear hinged and min.8"(200 mm)above finished details not specified by current Building Codes. opening. Although these plans are designed using standard engin,eering • Provide minimum of 8"(200 mm)of brick,including firebrick,on all and building practices,the City or Municipal Building department may sides of firebox - 12" (300 mm)for stone. _ require Confirmation by a certified Structural Engineer which IS the . Interior wood frame to be minimum 4" (100 mm)clear from back -- — -- — — — — — -^ — - � � — — — � � responsibility of owner or builder to provide and sides of firebox and 2" (50 mm) clear from brick chimneys j ® Exterior wood frame to be minimum 1"(25 mm)clear from exterior f� STRUCTURAL DESIGN CRITERIA fireplace and 'h" clear from exterior chimneys. l� 1 • Fireplace to have ash dumps with cast iron cleanouts below where • Assumed roof design load(live and dead)-50 p s f (2.5 kN/m sq) possible Provide cast iron cleonouts below thimble for masonry • Assumed soil bearing capacity- 2,500 p s f (119 7 kN/m sq.) flues. I Concrete foundations and slabs on grade to have a milnimum • 'Zero clearance' type metal fireplaces and metal chimneys to be 3 E 11 WP compressive strength of 20 mpg at 28 days. CSA approved and installed to manufacturer's specifications. I • Floor joists and roof framing to be a2 Hem-Fir and better, unless 3 otherwise noted FINISHING • ,Beams to be #2 Douglas Fir and better co l� NOTE: • All interior and exterior finishing shall be specified by owner. Any If soil conditions are less, or floor and roof loads are greater tt}an this finishing shown on plans shall be confirmed by owner. 1 plan is designed for,your budding department may require adjustments • Exterior doors shall be solid core and weatherstripped. Garage 1 to the plans or ask that the plans be engineered by a certified Sttuctural doors to dwelling to be as above and self-closing. — — Engineer. It is best that an engineer familiar with local conditions be Flash at all horizontal changes in exterior finishings and caulk consulted around all unflashed exterior openings.Flash over all unprotected i SITE PLAN NOopenings TES Sliding glass doors shall have safety gloss I � 1 • Window sizes are shown in feet and inches. 1 • The owner or builder shall be responsible for the correct siting of this i.e.4'3°° 4' 0" (1219 mm)wide by 3' 6" (1067 mm) high. ; _ home on the property. JENISH Hd1J5E DESIGN LIMITED assumes no • poor Sizes are width Shown by 6'-8" (2030 mm) high i F_ — I I DWliability for plans complying with zoning regulations or lot COriditions. 1,e. 28- 2'-8" (811 mm)wide by 6'-8" (2030 mm) high. I I SMOKE ALARM — — -- — -J Owner to supply all missing dimensions on site plan,alsoel6vations Openings in partitions shown without doors are full height unless /AS PER LARM.C. of lot,legal description,north direction,name of street and location L J FI J of services,easements and right of ways. shown as an arch.Arches are framed 6'-11"high unless otherwise E • All measurements on site plan to be governed and approved by noted. -- authorities having jurisdiction before Starting construction. • Coat and clothes closets shall have one rod and shelf.Linen closets R • Wells and septic disposal systems r st located and constructed in shall have 5 adjustable shelves where possible.Broom closets shall 3 3 have one Shelf, accordance with health authorities having jurisdiction • All bathrooms shall have a wall medicine cabinet or one lockable i 3 GFI WOOD FRAMING drawer. I _ 1 3 �SMOKi!�Rlvl — --•- — -- i� � — — � � - Dimensions are from outside face of exterior studs to cent(er of par- ABBREVIATIONS AS PER B.C.B.C. _ — — — — 3 Wall and wP titian walls unless otherwise noted. Face of exterior stud 3 3 1 O O Linen F foundation wall to be flush. LIN Lazy Bb Board O Lou red uson • Joists shell be doubled under parallel partitions over 6'- p" long. BERM Bedroom Ls Louvered I L — - 3 Joists to be placed to accommodate heating. plumbing,etc B F Bitola door LVR B I Built-in MAX Maximum 3 • All lintels shall be 2- 2 x 10 unless otherwise noted MC Medicine Cabinet rooted with 4 BLDG Bowing — — — � — I . Wood in contact with concrete to be damp-p 5 lbs telt, Boom MIN Mlnlmum 3 6 mil poly or other approved method.Plates to be anchored to con" BRM Broom MIR Minor _ 1 trete with 'h' dram. anchor bolts of maximum 6'- 0" a C Or other B,U Built up MFR SPEC's Manufacturers specifications 3 Microwave approved method.Exterior concrete sill plates to be level Of)d under• c cnknes NBC National Building Code side sealed. CANt'R Cantilever Not to scale W _ D ridged at C I Cast Iron NIS \ f/ Floor joist and roof joist spans more than 7'-0"shell be bl o oven 3 1 mid span or at 7'-0"o c. maximum unless sheathed Of strapped CLG Ceiling 0 Over both sides with wood. Bridging shall be 2 x 2 diagc)nal type COL(s) Column(s) — ...- g g CONC Concrete OBSC Obscure 1 whereverposslble cpD(s) Cupboard(s) OC on center • Root trusses will require engineer's certificate. For pretgbricated D Dryer O TG D optional garage door I trusses obtain certificate from fabricator. oar optional _ _ DIAM Diameter KT pocket door DROPPED C TNG — — ON Down PLY DROPPED w / — FOUNDATIONS DBL Double PLV Rancied DIM(S) Dimension(s) REO D Required DORMER V — — .5 GFI i'' • Foundations shall be concrete on solid undisturbed bebring and DR Doo` R &s Rod and shell F DW Dishwasher Pool below frost line, ELEV Elevation RF 3 --� u+T c • Foundation walls shall not be backfilled until concrete has reached ENS Ensulte RM Room ` R 0 Rough opening its specified 28 day strength or until adequately braced subject f0 EQ Equal approval by authority having jurisdiction E W Each wCry s Sink _ p („ f7 • Grades shown on plans are estimated.Foundation wall heights may F Rerrlgerbtor s c sand core S?FFL Floor S;GL 5dfery glass n �u require adjustment to suit Site COndltlOnS Showa, �i r �r a s • All concrete and masonry foundation walls exceeding h(�igh►limits FL DR Floor drain SH Face or SL GL DR Sliding gloss door �' � specified by current Building Codes require engineering. F'o spEc(s) SpeCMcatlon(s) e •”"'"'�,y�n� �••. FLUOR Fluorescent '� r ' �; • Perimeter drainage shall be Installed where required to ing approval FNp(5) Foundanon(s) TVP Typical �r 'yrrfA r ? Of local QufhOdtles FR Fre9;er U Under T? ,t Nw si. }z t.m•r-x'"w ' �pa�, e y • IT is recommended that all foundation walls 24" (600 mm) and �G(s) Foonng(q U,s Underside 6 , L&J yr.✓a � r3M H tl 3 higher 5h011 have one 12 mm ('�" diam)reinforcing bar Centered FURN FUmaC9 w warner(clothes) a.•• 5 3imum 24" H B Hose bib W, WBh i - !,� �� I a y - � 3" (75 mm) from top Corner reinforcing t0 lapped mit xr 'Pb� Hn !'L ? R ^a ® HORIZ Norl;ontal �� �.� t x116 (600 mm). W C weathe pro WA n �. HT Height WP weatherproof I ® - 1 �t k' ELECTRICAL VAN Vonity Jf H W T Hot water lank VERT Vertical WP I INSUL Insulation ;� � 1` + �• ����j • Installation of electrical Items must comply with local electrical Jsr(s) Joh,(6) vB Vapour border I codes and regulations and with the local electric powgr supplier's vp vapour proof JIBE p LC Laundry chute regulations In all respects r (�� ,� I • Outlet locations shown on plans comply with or excged current is Building Code minimum requirements and are to be used as a guide only. Adjust according t0 owner's and/or local, authoritys 1 requirements. L - --- -- - - - - - - - - -_ J HEATING COPYRIGHT • Installation of entire heating system,whether electric,fC)rced warm copyright property of Jenish House Design ❑ g This plan and design is the air or hot water,must comply with manufacturers dlrecilons(where Limited and may not be reproduced or coaled without written per- applicable) and conform with local codes and regul4dfions in all mission from Jenish House Design Limited respects. • Gas connection will require separate permit and InspE)cfion. JENISH HOUSE DESIGN LIMITED PERMITS THE PURCHASER TO CON- • Fuel burning appliances,including furnaces,fireplaces and stoves. STRUCT ONLY ONE (1) DWELLING WITH ONE PURCHASE OF PLANS. to be provided with combustion air supply from exteri(Dr. This drawing is the exclusive property Of ELECTRICAL SYMBOLS JENISH HOUSE pE51GN LIMITED O R HEATING SYMBOL DESCRIPTION and may not sG MAI NSYMBOL DESCRIPTION SYMBOL DESCRIPTION reproduced or used F- L_ Q Q R HEAT I N in any form without SECOND P LAN. written permission ELECTRICAL CEILING WAIL from same ELECTRI NAL_ P LANDUPLEX RECEPTACLE(NUMBER IOTH AUTOMATIC DOOR OPENER SURFACE MOUNTED LIGHT FIXTURE � CAtES HEIGHT ABOVE FLOOD IF OTHER O(ps) -O(P5) (P S INDICATES PULL SWITCH) 4�) THAN THE STANDARD 12') © DOOR CHIMES REFERENCE ® /nl DROPPED LIGHT FIXTURE SINGLE RECEPTACLE ❑ STOCK PUSH BUT10N SPLIT RECEPTACLE SWITCHED ONE SIDE INTERCOM CENTRE ® RECESSED LIGHT FIXTURE ❑ICC DUPLEX RECEPTACLE-SPAT CIRCUIT ❑ REMOTE INiERCOM DRAWN IC ® RECESSED WALL WASHER (D DUPLEX FLOOR RECEPTACLE TELEVISION CABLE OUTLET DSL SPECIAL PURPOSE FIXED WIRED OUTLET ® I E DISHWASHER.SAUNA,FURNACE a TELEPHONE OUTLET OVP �VP VAPOUR PROOF LIGHT FIXTURE 208/230 VOLT FOR RANGE.OVEN.AND CHECKED DRYER,ETC SMOKE DETECTOR AND ALARM IK FLOOD LIGHT � DUPLEX APPLIANCE OUTLET A DUPLEX RECEPTACLE WITH GROUND FAULT INTERUPTER CIRCUIT BREAKER STANDARD SYMBOLS PATE CLOCK OUTLET 1@5GFI APR '99 DUPLEX RECEPTACLE(OR ANY OTHER RECEPTACLE TYPE)WEATHER PROOFED O 3CLAM A METAL CHIMNEY FAN yrp NOTE ALL EXTERIOR WP OUTLETS ALSO SCALE 10 HAVE G F 1 PROTECTION CLASS B METAL CHIMNEY 1/4"-1'-0 RECESSED HEAT LAMP SINGLE POLE SWITCH HOSE BIB TRACK LIGHT FLOOR DRAIN SHEET F 6 ---_--w-_1 SINGLE FLUORESCENT FIXTURE 343 WAV OR 4 WAV SWITCH 1 LAMINATED POST IN WALL SUPPORTING BEAM OR GIRDER TRUSS (WIDTH OF -~ ~ FLUORESCENT LIGHT FIXTURE SURFACE POST SAME AS STRUCTURAL MEMBER I MOUNTED-SIZE OF BOX INDICATES SUPPORTED) PLAN NUMBER I L------.-_-a SIZE OF INSTALLATION DIM DIMMER CONTROL SWITCH 7-4-856 � Floor Calllnp Wall iv _- FLUORESCENT LIGHT FIXTURE RECESSED D r DOOR SWITCH .J r'------- - WARM AIR REGISTERS RETURN AIR REGISTER � wesTECH183845 r W� .gypp u Qm P� LLM 0 f11 003 M 2W4+`' �"� R'7 20W 10LZ P4 9 W} WW W Z .J B LAJ 6 30'-0" 4.^0.. 12'-0" 14'-0,. 4'_6j" / 3'-41 4'^ 81., 8' 3" 8 24 B 6 6x6 POST 30'--0" (4 REQ'D) 36"H RDRAIL 2-2X10 BM 2-2X10 BM 14'-4" 2'-4" 13'--4" _ zo M M 7'-4" 6'-6" 0° w f�WATERP OOF o DN I I a_ MEMBRANE 1 XC14 O N 42 4 .. v' ENG'D BEAM 1 1 040 5040 ^LINE OF FLOOR ABOVE30 0 30503050 HB 5 — — L � - - - - - - - ,.. aa ,.. v F '.f R..' rF r` EtvrrT-r v..• .ice, _.T.- —_.. . ,Y i b:,.v:i�.),f{_erv..-...... a. ;�.: .�.::.Y.Jk+i 8_. ... ' r�f;SS d[w vTv.. 4L�:...'.;.•.nM::..J•.!I( .. a+r. s: ya _ COVERED PORC _ ( - 16'-0" x 10' -0" a 30 FRENCH Q I _ - w Fz 1 m a a A I m -� �a Ln o 1 <'. 'n o 01 2""CLEA & FLA5H 0 I I ® DWEL ING _ MORNING ROOM F 1 w 3050 3050 WAL I w: 11.^0.. x B E D R O O M 2 B E D R O O M#3 - ---- a�.:{.�L,yr, r:::. r , a FACE ao v : 13'-B" x 9'-4" 'n 12.-8.. x 11'-0" s t 1 0 0 0 -2X10 FL BM / 4 2 L, INSULATION W 1 I / "` R--28 BATT. INSUL. = WORKING m :; ISLAND of 6 MI POLY V. 1 3'-6" 2' 0 3'-8" 9'-8" 1 TO WARM SIDE oa 4'-0" 3'--3" o z n v_n 2s 4-2X6 i \ Ln ®o O o ------..... POST — — 2e X I GREAT ROOM o � o N t. " " 15 -6 x 12 -0 11 -� 28 x 22 .,»:..M1-:».:.,:. .:-:.r r... ",::,::.: :,:_:.._:.....::::..:.,::.. o z w l N � � L)W � S I ATTIC ACCESS f' I a o K ITC H E N ' L ^ , J 00 WEATI-�ERSTRIPP 0 Af io 1 = 1 IZ o p 9'-4" x 13'-0" 1 : o-: ::•p"�i. K :.y�.: CV Ioil m I rs. MIRROR ao x SLO E D - m a N 3'-4" 2'-0" 11 / x �, LU LU N 1 P E FT N � A '�' a BEDROOM4 ' I `n _ 28 A A ¢ I �a R ie m I BATH I� r7 o U 6 0 J6 10'-2" x 10,_0" ¢ I 6 6 = 1 --o RANGE co 1 1/2" WALL N I = I• EN r i p, A r ao \' 2-2x10 BM ARCHWAY H N I z, _ — 2-2x10 MI ROR R & S `` N- -- _ o N ON 6R = m I a a _ _- — _ — — — — — — I I I 00 o w I in - 8 POW )�fl 1 U-) © I z TOWEL 60" TUB/SHWR HI �� ,w 2-2x10 BM I ® ® 2 {n COATS N a L 5 I ` o ¢ cv � _._ a DN 14R ir7 24 � r: a a� .. 210 PENNINSULA r 30 F � IN OF 5 B a a T CD GAS FIREPLACE: t `° 2 _ I — — - — — _ 3`. SPECIFICATIONS T8 4 4 1 1 10'- 10' N a N -9 2'-3 5'-7 1 °: FINISH TO OWNER'S a O FAUN — -- SPECIFICATIONS w w p �' `D - DN t \ / W.I.C. I "; i 2x10 FLR JSTS ®16 "`�w a 3,Y „ a 3 BF W t LOi ,� D 2B 2x6 WALL I LIVING O =00 conrs � ^ NVENT — _ n: �� 12 -6 - 4: 28 R & s 1 x �� , N R & s y. t J 3 TO ABOVE N y =�M1i"%x�.,0µ'tsdRv 4136 SI rr,a"'.,"�v�i.3'�`.'?,-K � "�niivnxy Jr Y• ---___"' � 'j � —_.-.._-�.--f� � � ��i � — r_,�^ ,4£• t�xr �� r. W4 i�:Y a .ivw= ���vudmvFrC"-.'�sT ,. (SEE DETAIL) FACE 1 13' 3-2x10 3'-8" FACE — ARCHWAY ao r_ FACE A. __ s%; 1 €3 — — I ; �OOU JOIST - wq. MASTER SUITE _ °' ASSOCI�`�IG 2 MIRROR ''`' h, I a w: ¢ _71, a=a ;;.: tai 12'-6„ x 15'--0" PLUS a 3 ^5,. 3' 2 ' y ,• � f. t �112a :;. ENSUITE Ri ~_,,., s rr��0 % 2 x 10 FLR S a 12•e'�Ty ..,f:.,• „�'` e�_.. L D n. p'jy .p m y- d ,•� I 2x2 CROSS tNf3� DEN � I F �, S/GL N / � 0111' 1'E R 9'-0" x g'-o" 0 � 3 4" PLY SUBF OQR-'�Ct:IED'"� I o x Y : THIG F ' A 'I,*, w 3 `° a 0 - THE PEAR 1�J RE©INK. o, I a . 0 o p L VE BOTTOM N 6030 : O R COLOUR INDICA -� I P TE BELOW SOAKER TUB S ER 4' �' ? t'' = IPIFRlNGEYVIEP+IT 01 "' HB ' a FN " YRIGH'T LAWS- x 10 LINTEL DO . l r 0 P 3 �3 C r ..,..... ... ,..... .v,v. ... '.v v t`� . ,,,,' %++ r}•� .. dp� Vi�� s" k,.Ft"• •'� �`F ° f '- K t. \if 4 •S,• �r». .M1 �d ,-�� q 8 ° 8 ° 4°4° a 4u4°, S� GL �! 3,,i `t A ��:�" "? 2 5 2 5 72"x96" S D.S.UNIT 050 COV RED a 9' , x: r,a p=....f fYfrr 'w�:�' / 41., 1 W/ TRANS M OVER I \ M PO CH o� m © ' ,,.,� ., �' I COV RED I \\ o e� ?+ i G�� t 2X6 RAFTERS '� o = 10'-0" 5'-0" w x .��� eR ,. ,� ®z4" a.c. IIm VERA DAHCo N °"(� I (V 7t 1 .w�'4 `.:;i''+;'' r x!np?•c�-�"�r-u/.�rr�a�rr .� � b• -'.... i. 2" CL R x x \ w � p fn I O I w. � 7 n �J cv �WATE ROOF �� cv w n,,wMk.�. er a �-� 1'cl 30'-0" 7'-0 N I WATERPROOF, p m i� ® DW LING MEMBRANE �� x ` '�" s + � 1 r �. m IIr<, r�Il MEMBRANE I • �( _ oc UNE O — _ _ J y 11 x . 6X6 ;� 1� ��`7' �����,� ���������� �1� �''����� N / DECK / BM 2x8 DECK JSTS � \\\ N 6X6 42"HI H 6" WALL w ► / 3-2X8 3-2X8 B POST CEDARSHINGLES POST O'TV1 * �r ® 16" O. W 6'^g.. 8'--3" 8'-6" DRAIIN 6'-•-6'Q i. — 36"HIGH 8" WALL . { 3-2X8 BM 1" STONE VENEER le 10.-0" 10, POST T0.. 1. _0'"` � \ / I.E. 12" FLAGST (48REQ D) ONE CAP \ / ¢ This drawing is the 30'-0" �I¢ _ \ / 10'--0 10 0" 10'^0.. exclusive property of r- X � JENISW HOUSE DESIGN LIMITED ;•rf / \ 2x6 DORMER g'-g" 5'-4" 6'_6 and may not be WALL ABOVE reproduced or used B : / ROOF TRUSSES 20'_4•' 9'-8" in any form without a: „r. 4y_: ,rv. written permission 6 y„„ OPENING 5'-7 1/4” 30'-0" from some 3 2 IAL Qv REFERENCE: B STOCK DORMER DETAIL_ 6 DRAWN SCALE: 1/4"=1 '--0" DSL FLOOR O R P L_A N MAIN FLOOR O R P LAN CHECKED. � L� IK FINISHED AREA 1080 SQ. FT. FINISHED AREA - 950 SQ. FT,. DATE. 9 ' -0" CEILING HEIGHT APR '99 SCALE. * SEE SHEET 3 OF 6 FOR HEATING & ELECTRICAL LAYOUTS * SEE SHEET 4 OF 6 FOR ROOF FRAME PLAN SHEET: ~ 2 OF 6 TOTAL FINISHED AREA - 2030 S .FT. PLAN NUMBER' 7-4-856 WESTECH 174960 01,Gt r fV 4] W U IE U g a µ - O w Q m W r }O G '6'6 W WK Of S N • 2 0 N w z 0 30'-0" PROPERTY LINE LO $. 3., 8'-2�.. z J LINE OF MECK ABOVE Uj 2-2X8 FL BM -2X8 FL BMo I X � U m 0 0 I WOOD STEDS 0 0 r8_'8_ CONC PIER axo I (3 STRINGERS) ;n in I rb 24"x24"x9" CONC FTG j Ilcv \ (5 REQUIRED) In 41 � a LP P 0 f U LUNG ENVEDLIOPE 11� \2-2X8 FL BM a O BUIL1 00 \ 2x8 DECK JOISTS 00 I I 0 I'`14 ® 16" O.C. o �. 0 0 0 a -� I R-12 RIGID WSULATION M M o o n " I I W/ PROTECTION TO 6 0. Ad BELOW FROSTLINE N (MIN 24" BELOW FIN GRADE) 0 I 11 x w I I 1 Al NA -m _9_ in UNFINISHED I (n ?a LINE OF SECOND DN cv -FLOOR ABOVE -7 — I m I o BASEMENT 0 II I CrS 8'-0 3/4" CLG HT I I m m CO�VER�E�I� I I 9'-0" O 4'-0.. /13'--0"00 00 O CV SMOKE AL4RM �a I AS PER B.C.B.C" U 2x6 STUDS ® 16" O.C. O I o i 6" CONC CURB WALL x I x x� I I I I I 16"x6" CONC FTG `� N n'to -- ---- -- � -- � FACE - i I f . _ cD `� II ( o HWT FURN (� C° ro 1 { I SPS I �, 3-PIECE LJ I I I I ROUGH-IN I I 0 I I I I METAL PAN — _ _ I O n l W/ DRAIN TORAGE I r -� i.lo I i a) I -97- PROPOSED DWELLING •`� � � I L c dy, 2x4 STUDS R 16" o.c.6" ONC CURB WALL as � � � I 16 x6" CONC FTG rt I MAIN FLR. ELEV: I I I Y co BSMT. FLR. ELEV: M•B.E.: 2x10 FLR JS T ®16"O.C. m 3-2x12 M CENTER OF I I `° 2x2 CROSS B IDGING MAX ® 7'-0" I BEAM ao I 3/4" PLY SU FLOOR GLUED & NAILED 8"x8" CONIC PIR 24"x24"x9" CO C FTG U0 DBL JOIST 3 0 On- o t rn I 2x10 §LR JSTS ®12"O.C:----J__- 3UP14R (� O 0 co 1 rn MINIMUM I COVEREC? I POP--�,l BOND BREAK & m o X 0- MINIMUM MINIMUM (, ;', 0 51gEYARD SETBACK L f- — — J 51DEYARD SETBACK r= FLEXIBLE SEALANT -�o N r i, f 8" CONC FND WALL 24"x30" ACCESS N14 ` "`_' DN 16" x 6" CONC FTG (INSULATED) I G= Z .mer.rs►.• � ! .a Cr CL BUILDING WIDTH v.; �� jrF,...ra o"i,���� '+,���..� sC7RALPAE Y _ O U O Uj Cr DISTANCE TO DWELLING DISTANCE TO DWELLING0 =c°`` FROM PROPERTY LINE � 1 •j+� ¢ FROM PROPERTY LINE 1�1'1 " 8" CONC�ND�LLwo� . YIA6-r6CONC FTG 00 nj — CC)P _ O O - - STE U PS �` L- — — — — — — — — — :��WOOD (4 STRINC;ERS) 9 W a • This drawing is the exclusive property of BASEMENTZ,/ FOUNDATION P LA N JENISH HOUSE DESIGN LIMITED and may not be reproduced or used UNFINISHED AREA - 1222 S Q.FT. in any form without written permission from some STREET: REFERENCE -" LEGAL DESCRIPTION STOCK LOT DRAWN DSL CHECKED IK FOR FURTHER SITE INFORMATION, SEE GENERAL NOTES APR '99 SHEET 3 OF 6 SCALE. SITE PLAN 1/4.._1' DWELLING SCALE: 1 /8"= 1 '—opt SHEET: SITE: NOT TO SCALE 1 OF 6 PLAN NUMBER: 7-4-856 l� . 1J WESTECH 174960 j _ it it . 1 Ii PERMIT COP , " • SIVE ADDRESS FERMI NOS LEGAL DESCR I rP-T 1 c)N' r COQ. . AC , __ ._. • STAMPS' ; G� �����ap M ,IT COPY ONLY- G O I CITY 0.F ATLANTIC BEACH BUILDING OFFICE i AUG 3r By L JENISH HOUSE DESIGN LIMITED T'"'S DESIGN IS THE EXCLUSIVE COPYRIGHT PROPERTY OF , --, _ ---- - .1ENlS4 NOI,JSE DESIGN LIMITED AND MAY NOT BE REPRODUCED OR COPIED GIRDER TRUSS, EXAMPLE OF UNSUPPORTED (UNBLOCKED) REVISIONS BY SEE ROOF FRAMING BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS PLAN SHEARWALL SPECIFICATIONS OR DECKING TYPICAL CONDITION UNLESS BLOCKING IS REQ'D BY SCHEDULE OR NOTES. SW--1 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING OVER 2"X4 HEAVY DUTY 'STRAP SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS ® 3" • • • ° ,}° . BEND STRAP ANCHOR, SEE UPLIFT o.c. EDGES AND 6" o.c. FIELD.' INSTALL SPF#2 BLOCKING AT ALL OVER TRUSS > HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT EACH ' /2 CDX PLYWOOD ROOF SHEATHING, AS NEEDED CONNECTOR SCHEDULE NAIL w/ 8d COMMON WIRE ® 4 OC END OF,SHEARWALL SEGMENT. FASTEN THE SGP3 WITH 5/8"0 x :. 12 EDGE AND 6" OC FIELD. 12" ANCHOR BOLT AND 24-16d COMMON WIRE NAILS. GYPSUM BOARD `=' 7 „ OR PLYWOOD/OSB PANEL SW-2 INSTALL 1/2 CDX PLYWOOD SHEARWALL SHEATHING OVER 2X4 >_ PRE–ENGINEERED WOOD ALLTHREAD CONNECTOR SPF#2 STUDS AND FASTEN WITH 8d COMMON WIRE NAILS @ 3" •• • - • •• ;k. ROOF TRUSSES ® 24" OCA, (USE'; LONGER LENGTH o.c. EDGES AND 6". o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL NAIL SPACING AT ' ' SEE ROOF FRAMING PLAN! THROUGH: FLOOR SYSTEM) HORIZONTAL JOINTS. INSTALL TWO PIECES SEMCO RS150 AT SUPPORTED EDGES, HURRICANE CLIPS PER UPLIFT EACH END OF SHEARWALL SEGMENT. FASTEN THE RS150 WITH SEE NOTES OR SCHEDULE - EXAMPLE OF rv,' CONNECTOR SCHEDULE. FOR MATCHING STRAP BELOW 22-10d COMMON WIRE NAILS. PANEL EDGE w/ HEAVY GIRDER TRUSSES, SEE TO CREATE •CONTINUOUS • • BLOCKING WHERE . DETAIL 2/S-1 LOAD PATH TO FOUNDATION SW-3 INSTALL 1/2" CDX PLYWOOD SHEARWALL SHEATHING TO BOTH ' • REQUIRED BY ANCHOR STRAP AT DOUBLE OR TRIPLE POST w/ EXTERIOR AND INTERIOR SIDES, OVER 2"X4" SPF#2 STUDS. SCHEDULE OR TOP PLATE EL SILL TO CREATE FULL BLOCKING BETWEEN FLOORS FASTEN WITH 8d COMMON WIRE NAILS 0 3" o.c. EDGES AND 6" NOTES CONTINUOUS LOAD o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL HORIZONTAL JOINTS, SEE ARCH PLANS PATH FROM GIRDER INSTALL ONE PIECE SEMCO SGP3 AND TWO PIECES OF SEMCO TRUSS TO FOUNDATION SILL PLATE, SEE TPP4 AT EACH END OF SHEARWALL SEGMENT. FASTEN THE SGP3 STUDS, ROOF TRUSSES, r WALL SECTIONS „ » OR FLOOR JOISTS : ,{ (2)2x4 SYP#2 TOP PLATE WITH 5/8"0 x 12 ANCHOR BOLT AND 24-16d COMMON WIRE ' NAILS. FASTEN EACH TPP4 WITH 10----8d COMMON WIRE NAILS. ` /2 CDX PLYWOOD CLIP FROM DOUBLE TOP NAILED w/ 8d COMMON AT Z PLATE TO STUD, SEE 3" OC EDGE AND 6" OC FIELD ' SW-4 INSTALL 1/2" CDX PLYWOOD INTERIOR SHEARWALL SHEATHING NAILING TO INTERMEDIATE UPLIFT CONNECTOR (FOR NAILING AT SHEARWALLS, ANCHOR BOLT TO FOUNDATION OVER EXISTING 2" X 4" SPF#2 STUDS. FASTEN WITH 8d COMMON SUPPORT IS 6" OC MAX UON w ¢ STRAP ANCHQR FROM Liz © ;4 SCHEDULE SEE SCHEDULE. FOR LOCATION OR THREADED' ROD THRU FLOOR WIRE NAILS ® 3 o.c. EDGES AND 6 o.c. FIELD. INSTALL SPF#2 NAILING PATTERN OR SHEATHING o ar OF SHEARWALLS, SEE FLOOR PLANS;) TRUSS TO FOUNDATION SYSTEM TO NEXT STRAP BELOW BLOCKING AT ALL HORIZONTAL JOINTS. INSTALL ONE: PIECE = z w o ON ROOF, FLOOR AND SHEARWALLS SEMCO SGP3 AT EACH END OF SHEARWALL SEGMENT TO INTERIOR ¢ w LL-' 2x4 SPF #2 STUDS rT� DETAIL CONCRETE SLAB. FASTEN THE SGP3 WITH 5/8"0 x 8" EXPANSION 5 DETAIL ® 16" OC BOLT AND 24-16d COMMON WIRE NAILS. ¢¢ S-1 SCALE: NTS S-1 SCALE: NT5 U P_ ¢w o NOTE: SEE DETAIL 5/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS. W SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. TRRAL_ NOTES: _ o z 3 2"x6.' SYP No.2 ° HURRICANE CLIP, SEE DESIGN IIN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD 0 r- 00 o _. /4 T&G PLYWOOD, GLUE OVERFRAMING RAFTERS °° UPLIFT CONNECTOR BUILDING CODE. WIND LAOD DESIGN PER SECTION 1606.2. AND NAIL w/ 10d COMMON °° SCHEDULE (1) ® 6" OC EDGE AND ® 24 O.C. j 2"x4" SYP #2 BOTTOM PLATE 1. LIVE LOADS v 6" OC FIELD f - UNIFORM LIVE LOADS DE f UPLIFT CONNECTOR SCHEDULE F�LooR 40 PSF U FLOOR JOISTS, f FLOOR TO FLOOR SEE FLOOR FRAMING f STRAPS PER UPLIFT FROOF 20 PSF PLAN CONNECTOR SCHEDULE MEMBER SUPPORT SEMCO CONNECTOR 2. WIND LOAD BASIC 110 MPH FIN FLOOR EL f ° ° ° ° ° ° ° ° IMPORTANCE FACTOR 1.0 f ° ° ° ° ° ° TYPICAL ROOF TRU SES MEAN ROOF HEIGHT 26.0 FT SEE ARCH COMMON TRUSS: DBL TOP PLATE (1)HDP2X R00'F' PITCH 7/12 (30.2 DEGREES) '� VELOCITY PRESSURE 28.9 PSF j JACK TRUSS: DBL TOP PLATE (1)HDP2X WINDOW/DOOR DESIGN PRESSURE: f 2x6 SYP No.2 COLLAR GIRDER TRUSS (1)FAP1.8 END ZONE 43.0 PSF I (2)2x4 SYP #2 PLATE TIES W/ 8---12d NAILS INTERIOR ZONE 37.0 PSF f = EACH END, 0 24" OC CORNER JACK: DBL TOP PLATE �1�RTPGA824 TWISTED NOTE: COLLAR TIE TO BE LOCATEDGIRDER TRUSS 1FAP18 3. ALLOWABLE UNIT STRESSES: f A) C;pNCRETE: -- DESIGN AS PER ACI 318 LATEST EDITION HEADER , SPAN TABLE I N NO HIGHER THAN 2/3 THE TOTAL GIRDER TRUSS: DBL TOP PLATE (2)RTPGA824 TWISTED SLAB ON GRADE f'c -= 3000 PSI HEIGHT OF THE RAFTER f CONVENTIONAL SHALLOW FOOTINGS f'c = 3000 PSI -HEADER WINDOW/DOOR JACK f TYPICAL CONVENTIONAL ROOF A IN : f RAFTER ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI SYP 2 MAX OPENING STUDS COMMON ALL DBL TOP PLATE (1)HDP2X w " BEARING M2x8 2x6 4'–0 1 HEADER BEAM (1)HDP2X B) REINFORCING STEEL – ASTM A615 GRADE 60 5'-0" 2 MISCELLANEOUS OVERFRAMING LEDGER (1)FAP18 ,_ � M2xl 2x1 9'-0" 2 OVERFRAMING RAFTER: LEDGER 1 C) WELDED WIRE FABRIC – ASTM A185 w ¢RIDGE BEAM �1�HCPLR FAP18 '/2" CDX PLYWOOD 3 DETAIL D) QONCRETE MASONRY – DESIGN PER ACI 530 CURRENT EDITION L OVERFRAMING LEDGER: ROOF FRAMING 2 PCS #12x3/4" ROOF GRIP COMPRESSIVE STRENGTH f'm = 1500 PSI o `° NAILED w/ 8d COMMON AT S-1 SCALE: NTS SCREW w 1"sd WASHER ® 10 3 OC EDGE AND 6 OC FIELD EACH INTERSECTION WITH E) SOIL BEARING (DESIGN MAX.) 2500 PSF w _ ` (FOR NAILING AT SHEARWALLS, 0 SEE SCHEDULE. FOR LOCATION ROOF FRAMING OF SHEARWALLS SEE FLOOR PLANS 1 F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 - m ' a 2"x8" PORCH LEDGER WALL STUDS 4 ROWS 16d 0OMMON C)R BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE o ;; NAILS 0 16" O.C. VVITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION �_= �? METAL CLIP PER 2x4 SPF #2 STUDS UPLIFT CONNECTOR AT (EACH STUD) E3Y AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL > 4 UPLIFT CONNECTOR ® 16" OC TOP AND BOTTOM OF PORCH BEAMS PORCH COLUMNS 2 RTPGA824 f E3E SPF NO. 2 (UNLESS NOTED OTHERWISE). ¢ SCHEDULE EACH STUD, SEE SCHEDULE ( ) , i 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 2x4 P.T. SILL PLATE FLOOR BEAM PORCH COLUMNS (3)RTPGA824 FOR REINFORCING SHALL BE AS FOLLOWS: 4" CONCRETE SLAB ON GRADE w/ w/ '/z"0 x 10" ANCHOR F-OOTINGS 3" WWF 6x6 W1.4xW1.4 OVER 6 MIL BOLT ® 24" OC w/ PORCH COLUMNS FOUNDATION 1 ABP66 VAPOR BARRIER ON COMPACTED FILL. 2"x2"x'/8" PLATE WASHER N MBE OF FULL O SLAB ON GRADE CENTERED H GHT STUDS WINDOW D00 HEADER 5. ALL IREINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE E H IDE OF 0 . NIN SEE HEADER TO 4'-'0" JACK STUDS 1)RTPGA824 EACH SIDE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS 8" CMU STEM WALL, HEADER 5'-0" TO 6'•--0' JACK STUDS MRTPGA824 EACH SIDE AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD FILL ALL CELLS SOLID P N R SCHEDULE SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING HEADER, SEE OF C,pNCRETE. x�--� X X PLANS 2 STORY EXTERIOR BEARING WALLS #5 DOWEL ® 48 OC w/ DBL TOP PLATE 2ND FLOOR STUDS TPP4 ® 16" oc 6. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS STD HOOK, LAP 25" MIN HEADER STRAPS, 2ND FLOOR STUDS 1ST FLOOR STUDS �1�RS150 ® 32" OC FOLLOWS:SEE UPLIFT SCHEDULE 2ND FLOOR STUDS BEAM 1RS150 ® 32" OC ' ti�ASONRY 48 BAR DIAMETERS BEND ,WALL REINF. I ISI I I—III 1ST FLOOR STUDS SILL PLATE �1)TPP4 ® 16" CONCRETE 40 BAR DIAMETERS 25 INTO SLAB iI I » » _ ROUGH OPENING SILL PLATE FOUNDATION /2 � x 10 ANCHOR BOLT w/ . } ,... » » > » 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR °D SEE ARCH 2x2 �x / PLATE WASHER UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. , ® 24 OC I CLIPS OR CRIPPLE 1 STORY EXTERIOR BEARING WALLS 8. ALL LOAD BEARING EXTERIOR STEM WALLS SHALL BE COMPOSED OF w HOLDDOWN AT STUDS DBL TOP PLATE 1ST FLOOR STUDS TPP4 ® 16 ac ASTM C90 GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH 4.. J FOUNDATION, 1ST FLOOR STUDS SILL PLATE TPP4 ® 16" OC TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL SEE SCHEDULE SILL PLATE FOUNDATION '/2"0 x 10" ANCHOR BOLT w/ REINFORCEMENT WITH CONCRETE GROUT. FILL ALL CELLS BELOW F 2"x2"x'/8" PLATE WASHER FINISHED GRADE WITH CONCRETE. t CONTINUOUS CONCRETE 3" CL AR TYP FOOTING W/ 2–#5 CONT ® 24" OC 1'-8" 9. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER a^ NOTES: MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING ,,DRp,ww�fv,+"""" ,. 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. CONSTRUCTION. pyyBl . a REFER TO THE SEMCO METAL CONNECTORS 1997--1998 CATALOG FOR CHECKED" : r _ 1 WALL SECTION , TYPICAL 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. � COMPLETE INSTALLATION REQUIREMENTS. CCK ; SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING a 2) USE: THE FOLLOWING COMMON WIRE NAILS FOR EACH CONNECTOR: ATEA ;, FRAMING AND STRAPPING DRAWINGS FOR EMBEDS OPENINGS SLEEVES ETC. WHICH ARE NOT 07,�20�00 � CD S-1 SCALE: 3/4" = 1'–O" HDP2X 10-10d SHOWN ON STRUCTURAL DRAWINGS. r AT TYPICAL WALL OPENING RTPGA824T 20-10d, U.N.O. IF R A a oFFicr�Cki ASSNC)yTED FAP18 10--10d x 11/2" 1T 'ti;n CALL NLACaY1C 11. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE d. r4%*)I DETAIL HCPLR 8--8d 7 RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, J°� �° ; Q TPP4 10-8d �fi+ '1 �� PRO(CEDURES OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE E00-110 S-1 SCALE: NTS RS150 22- 1 od CON'TRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOI? :' SHEET ABP66 ' "Ox12" ANCHOR BOLT AND 12-16d • /z f -- THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN - _•� l ` . ACCORDANCE WITH THE CONTRACT DOCUMENTS. ''ti1 12. THE [DESIGN OF THE PRE--ENGINEERED ROOF TRUSSES SHALL BEAR THE a SEAL_ OF AN ENGINEER IN THE STATE OF FLORIDA. ,. . aAEET 1 of 1 ° . REVISIONS 8Y 30'-0" L Clip PER 49.93' UPLIFTACONIyECTOR r- ..1 4'-0" 12'-0" 14'-0" SCHEDULE 2"x4" SPF #2 STUDS ® 16" O.C. ___________"'r_.-_.r�rrrrrrrr_______rr_ BEND WALL REINF. 2"x4" P.T. SYP No.2 PLATE W/ 4" CONCRETE SLAB ON GRADE 25" INTO SLAB '/2"0 x 10" ANCHOR BOLT AND W/ 6x6 W1.4 x W1.4 WWF SLAB ON GRADE, 2x2x'/a" PLATE WASHER ® 24" O.C. 1 1 OVER 6 MIL VAPOR BARRIER SES PLAN ON PREPARED GRADE PER GEOTECH r 41 1 I REPORT I ___ `--_^---_ ___---__-- #5 CONTINUOUS 1 1 • • • I 1 __...,.___________1 I 8" CMU STEMWALL W VERTICAL 1 I = REINFORCING CENTERED ® 48" O.C. j �I I I I • I 10"d x 20"w CONCRETE II I GROUT ALL CELLS SOLID FOOTING W/ 2--#5 CONT. to .. q I a • L____ __r____ 1-#5 VERTICAL DOWEL W/ I u I I � L _-���----�� I STD 90' BEND ® ALL 1 N o 3 I I -I ------------_________.,. - I CORNERS, INTERSECTIONS, I 1 I 1 I AND 48" O.C. o a S-1 j 'n I • II I I I 10"d x 20';w CONCRETE a 4"--STEP - - -----------j SAWCUT JO I I FOOTING W/ 2-#5 CONT. M a -L-------__.—J-INT----- 3" �LR 3" LRZ cn � I `J — an II SAWCUT JOIN I r----- -T I i 1 5 I I I Pzwo 1 _E I 1 S-1 4" CQ CRETE SLAB ON GRADE I I °' SECTION w z u- 1 j SAWCUT JOI I I W/ Fx W1.4 x W1.4 WWF I I i• » 1 Y Q _ SCALE: 3/4 = 1'-0" $-1 0' ¢V j cO I • _L -_ I I OVER b MIL VAPOR BARRIER I I Q ON 1 » 1 TEP I I REPORT GRADE PER GEOTECH SLAB ON GRADE, 00 -1°° 1 I I ' I SEE PLAN U w I I I I 3 -7 13 _2 I I 0- 200 I1 F 00 O5 �Y V I I (n z a _ 10 d x 16"w MONOLITHIC o 1 I . �-- _� I _ I I FOOTING IY V W/ 2-#5 CONT. _ _ -- 1, 4" 4 io I U SAWCUT JOINT I I SECTION I • I ; I II I I i 2 I to SCALE: 3/4" 1 COVERD PORCH 1 I I �I ISAWCUT JOINT 1 I BEND WALL REINF. I I I i II 1 S-1 1 1 25" INTO BLAB 1 11 I I ! L__-_____ I I SLAB ON GRADE, 1 I (V co S-1 I I I , II -- -+ I SEE FLAN SLOPE I n1 I 1 la o0 I I I I y �-- ----________ _____1 I 8" CMU STEMWALL W/ VERTICAL REINFORCING CENTERED ® 48" O.C. 1 15'-0" 60_0" I I I I I II I I 1 GROUT ALL CELLS SOLID I I 1O"d x 16"w MONOLITHIC I I I I I I 1 1 I 1 L- CONC. FOOTING W/ 2-#5 I I 1 - I --! �---� CONTINUOUS I I rn 1-#5 VERTICAL D0WEL W/ W I I I 5 I I I a, STD 90• BEND 0 ALL 1 I I I 4 _ I I CORNERS, INTERSECTIONS, I = 1 TWO STORY j I I S-.1 S_1 I I AND 48" O.C. • . ir o Z ! 1 10"d x 20"w CONCRETE W a L.______..__ --------r---_ _J ! _ 1 I I FOOTING W/ 2-#5 CONT. 3» LR 3 M I I 1 IT- Ir---------- ---- _ --------------------- ------------ -- 14" --14" STEP 4" CONCRETE :SLAB ON GRADE zl W/ 6x6 W1.4 W1.4 WWF I i �/ V I I 3 I I o o� OVER 6 MIL ;POR BARRIER I I o SECTION w 5--1 i ON PREPARED1 GRADE PER GEOTECH 1 I „I 3 m I I =J REPORT ' I n SCALE: 3/4" 1'-0" 1 �_ I I z 1 I __________ � -,._____-_.______ � __ SAWCUT JOINT___ 1 a Q 1 I I - _ I 3/4" DEEP SAWCUT w/ SLAB ON GRADE, `------------------------------ ___ _ ELASTOMERIC SEALANT SEE PLAN COVERD PORCH I ---t-i --________ ,� -#5 VERTICAL DOWEL W/ _ I I 10"d x 20"w CONCRETE STD 90' BEND ® ALL CORNERS, INTERSECTIONS FFOINT W/ 2-#5 CONT. I I AND 48" Q.C. j NOTE: SAWCUT CONCRETE SLAB WITHIN FOUNDATION PLAN 12 FOURS OF CONCRETE PLACEMENT 1 o SCALE: /4 0 = it-ON SAWCUT SLAB TYPICAL cv1 I ; - SECTION 4 ,� s 1z CONCRETE f c - 3000 psi SCALE: 3/4" = 1'-p" � I REINFORCING GRADE 60 L_y-------------------�«-____ter___---- _.._ 1) ALL WORK SHALL BE IN STRICT COMPLIANCE 'MTH THE STANDARD BUILDING CODE (S.B.C.) AND COUNTY 2"x4" SPF #2 STUDS 50 )—off BUILDING DEPARTMENT. 016 O.C. 2) STRIP TOPSOIL, TREES, STUMPS, ROOTS, ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR THE-------..-----.___—__ 2"x4" P.T. SYP No. PLATE W PLAZA UNLESS NOTED OTHERWISE. � " " / METAL (;LIP PER � --- 3) UNMARKED UTILITIES MAY BE ENCOUNTERED. m x 10 ANC o.ZOIR BOLT AND UPLIFT CONNECTOR 4) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO ANY WORK. 2x2x'/8" PLATE WASHER ® 24" D.C. SCHEDULE 5) FILL SHALL BE FIRMLY COMPACTED, CLEAN, WELL GRADED SAND MATERIAL, FREE OF ROOTS, ORGANIC (EXPANSION BOLTS NOT PERMITTED) SLAB ON GRADE, MATTER OR OTHER DEBRIS. '� " 4" STEP SEE PLAN 6) FILL SHALL BE PLACED IN 12 LOOSE LIFTS, (%OMPACTED TO 959, MODIFIED PROCTOR DENSITY AT / I OPTIMUM MOISTURE CONTENT. rt�713 WN SITE PLAN 7) SOIL BORING TEST SHOULD BE PREFORMED B1' A FLORIDA REGISTERED SOIL ENGINEER WITHIN BUILDING FOOTPRINTS. = CHECKED 0 SCALE: '/e" = 1'-0" 8) SOIL ENGINEER SHOULD CONDUCT SIX COMPACTION TESTS TO VERIFY ABOVE REQUIREMENTS. « . CCK 9) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER. 10"x20" MONOLITHIC DA 10) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS. 3" LR �LR CONC. FOOIING W/ 2-#5 7/20/00 LOT 32 BLOCK 11 SUBDIVISION "A", ATLANTIC BEACH, 3 CONTINUOUS SCALE AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THEap AS NOTED CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, 1'-8" a JOB N0. co E00-110 SECTIONSHEET o . 5 SCALE: 3/4" = 1'-0" 5--1 �Oq r q HiQ-Oar _T SHEET 1 OF 6 SITE PLAN OF^ LOT 32 BLOCK 11 , AS SUBDI VI Sl ON "A " A TL A N Tl C BEACH, AS RECORDED IN PLAT BOOK 5 PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DU VAL COUNTY, FLORIDA . LOT 33 LOT 31 0 LOT 29 84007 ) 4)8 49 . 93 0.5, o :2 1, p °.6 v v V O Q v � 10 20 30 40 ° SCALE: 1 " 10' ° Q Q ° o 5.o, 21- 01 , 3 PROPOSED LOCA TION OF ONE STORY FRAME GARAGE --CONCRETE MONOLITHIC FOUNDATION --SEPARATED FROM MAIN DWELLING N Q0 I �CO�`CERE E LLJ 4.s I p J Lf) 6' WOOD I FENCE EX I S TING 4' WOOD / TWO S TCR Y 0FENCE SRA ME 0 RESIDENCE a No. 369 r o SnNeI� VEREP_ !tY of Atlantic 8each and Zoning Department Ingf� • Camplianee with spplicabte �b�t�tbdl union and other lots; lanc QZ =Tit the�ss�s, but does not constra, *1 Florida Buildin of permits. Comphd:,��. D Code and all ache applirr ti.,. O I pf��hty� F I pe+mltting reQt irerr,or tt 3S Building I aro°' city Ot antic J50.00, ( p p t issu. I't o� a 15 I tail mm ty a opment irector FOUND 1 P 12�� IRON /pE_ �- �- (N 0 CAP) o � S 84 4 » 10 FOUND 7 �— V V p /2 /RUN 50 . 00 /PE~(NO CAP) RECEIVED A;�� ? s ?001 THEPLAZAY G� oAtlentle 69aCh ( 0 R/G/-� T g and g OF WA y')—f A V ED CHECKED BY: FILE: DRAWN BY: DATE: SHEET— F rr Generol Notes Poor ML65E5 24" O.C. FIDEP&A55 9i%Lr5 15# FELT POOF 51EATHIN6 P-30 IN5 LAfION HLWCANE ANCHOP EA.h4EWEP INnATION BAFFLE TOr OF PI-Al 21 ' -U' ' ` _ {2) '7X4 TOr P-A MONOL11N1C FOIJNI�ATION E<I�G� i — ———————— ——————————————— — — r ------------------n1I'–I---------------- ----------------'-------------------1 I V O I ! VV I — ———————————————————————————————————— — — ———————————————————————————————————— — I I E I AI,I.IMINUMEAI; DRIP - `srud H?-AME: WA-L- 6'' ----------------' 4X2 r.T.FlJf iNG 5Tmr j A I { =_ 2X65JD-FA5CIA I I fiAMN&00MV IWI Ef5VIN6 t w/ IX2 EINE @ 16"O.C. HOU5E4Vt?AP 77fy W&I.5tAIHNG _ '------------------------ ' P-11 IN9LAt10N m _ I WOOD5fT5-2X424"O.C. _ E_====____________ _ ___----- = rK5%M TfEAT P 501,E PLAS I/2" 0 X 8"LONG Al40 a Paf5 I X21" O.C. I - -------------------------- --------- - 4" CONC.IV W 16X6 I 10110 W.W.M.Ot FIMRAf,%ON6MII FINI51EI76I E _ '--------------------------- ---=====1 = VISflENE --------------------------- No. Revision/Issue Date 160 C-41 FIN. FLOCK FTm No"and AwrmI • - - ° .° ♦ , a I iI '1 II 1{I'f�rfl II ♦ I – ------------ I I I _ L � ' — 4. CLEAN,MLI,CONPACTEP, _ Tf;IZMITE TK'EATP FLI, rl I -I l I i PL I\OOI I V/yw�\N Prol.e4 Mane and Addr.w I'-6" (2) #S�CiP+t;ITP 919F 23"O.G. I, C I CAI, PL-Awl T YID I CAI, WAIL I, 5F-C-rl O N 5CAL F- ; 1 / 4 " - 1 ' L i Generol Notes FF N MONOL ITF-tIC CONCI2�'f� FOUNPAT1 ON V 1 I 4" CONc':W-l'- 51-A01 WITH N FI13F12Mr-5H ON 6 MIL. VI5alzNr OVr-l2 CLF-AN, (� 1Nf-�LL COMIIACTt:t2. T�I2MIT7; TI2F-ATl;P FILL 0 5TUP t%r2AMF 1 FOUNPAVON PLAN 12 1-yr,> {{3�12GLA55 SHINGLE No. Revision/Issue Dote n—wv.*aw ,Idi APP R0"-. , CITY OF ATLANT P & BUILDING OFFiC- Nana and wdm= JAN i 'i C 00gy: U 1'INISN�t� 1'L0012 11 11 11 11 11 11 J ' C 2> 5 ' —O" 100125 RECEIVED P°�` r' �" of Atlantic BeaCh DO. and ZOvling sea4 SCALE: 1/4" = 1'-0" r � V0 O Z (D ADD 2X6 BLOCKING EVERY OTHER ADD 2X6 X 8'-0" LONG /'TAI' D2X6 BLOCKING EVERY OTHER W) GABLE STUD. NAIL TO STUD, TOENAIL STIFFENER TO FIRST TWO GLE STUD. NAIL TO STUD, TOENAIL W o TO RAFTER. NAIL PLYWOOD TO ADD 2X6 X 8'-Q" LONG RAFTERS EACH END O RAFTER. NAIL PLYWOOD TO BLOCKING AT 4" O.C. BLOCKING AT 4" O.C. Q STIFFENER TO FIRST TWO U RAFTERS EACH END Lo MATCH EXISTING MATCH EXISTING NEW PLYWOOD NEW PLYWOOD EXISTING ROOF RAFTERS TIE EXISTING RIDGE MEMBER LL r OVERHANG 12"t TO NEW BEAM WITH LSTA12 1 SHEATHING SEE SHEATHING SEE AND RIDGE MEMBER OVERHANG 12 t o STRAPS AT 24" O.C., 0 NOTES NOTES STAGGER SIDE TO SIDE.Fl W W � � N N II II it II Z Q II II II . o ! " " " ul lu Z W uj CLIP EVERY OTHER STUD CLIP EVERY OTHER STUD " TO EDGE BEAM WITH ONEW Z TO EDGE BEAM WITH ONE CLIP BEAM TO 2X12 WITH LTSA12 STRAPS. ,' 2-2X8 TWO H2.5A CLIPS. LTSA12 STRAPS. — > \-2-1.75Xl1.25 LVL VARIES VARIES SEE PLAN 2 Z 0 BEAM HANGAR 2X12 SUPPORT FOR NEW ? PLACE NEW RAFTERS W a HUC28-2 RIDGE BEAM. EXTEND OVER H3 EVERY OTHER RAFTER TIE EXISTING RIDGE MEMBER I ECCQ44SDS2.5 POST CAPFIVE STUDS MIN. NAIL TO AGAINST EXISTING GABLE J TO NEW BEAM WITH LSTA12 EACH STUD W/ 3-16d SHEATHING STUDS W ANDA3-10d IL STRAPS AT 24" O.C., NAILS. SEE NOTES TOGETHER LL STRAP EACH GABLE STAGGER SIDE TO SIDE. NAILS. r o STUD TO BEAM OR STUD BELOW WITH AN — — — — — — — — — — — — — — — — TOP OF EXISTING ~ LSTA15 STRAP. CEILING / ATTIC FRAMING SEE 3/S-2 CONTIN 2X6 DOUBLE PLATE Z o ECCQ46SDS2.5 POST CAP r- 7\ TIE TOP PLATES OF WALL ADD A RAFTER EACH SIDE 2X6'S AT 16" O.C. 04 TOGETHER ACROSS POST OF POST AND NAIL TO POST ATTACH TOP AND BOTTOM OF WITH LSTA15 STRAP. W/ 3-10d NAILS EACH SIDE. I AT EXTERIOR WALL_:_-zZ// EXISTING STUD WALL EXISTING GARAGE DOOR HEADER CLIP EVERY RAFTER TO POST WITH FOUR H2.5A CLIPS. ADD SOLID BLOCKING AT TO THE WALL TOP ONE CLIP EACH SIDE OF POST ! ALL PLYWOOD JOINTS IN �! PLATE. TOP AND BOTTOM OF BEAM. WALL AND NAIL BOTH SIDES OF SHEATHING TO BLOCKING WITH 8d NAILS AT 6" O.C. ADD AT THE SSP STRAP E TOP OF FILLER WALL AT CENTER OF GARAGE DOOR, i ANY STUD WITH NO 2X4 #2 SPRUCE-PINE-FIR STUDS AT 16" STRAP. r� 0. C. DOUBLE STUDS AT SIDES OF DOOR. vJ BOTTOM PLATE: PT2X4 SYP BOLT TO FLOOR WITH ONE X" DIA BOLT NEW INTERIOR WALLS 2X4 #3 OR EACH END OF WALL. DRILL AND EPDXY OR BETTER SPRUCE-PINE-FIR STUDS AT 16" O. C. CLIP TOP IN PLACE. AND BOTTOM OF EVERY OTHER (•-- PROVIDE SP1 CLIP TOP AND BOTTOM OF STUDS i STUD WITH AN SSP CLIP. BOTTOM PLATE: PT2X4 SYP W WALL SHEATHING: SEE GENERAL NOTES ATTACH BOTTOM PLATE TOFLOOR WITH TITEN SCREWS AT 32"0. C. PROVIDE WASHERS. PT4X4 POST SITS ON PT2X4 PLATE ON BOTTOM EXISTING STUD WALL Q OF NEW WALL. NAIL A STUD TO EACH SIDE OF i THE 4X4 POST. ADD A Xi", DIA X 10" ANCHOR0 PT6X6 POST WITH ' BOLT W/HOOK EACH SIDE OF POST AND STUDS L� L _ ABU66 POST BASE TO ANCHOR TWO LTT20B HOLDOWNS. AS AN ADD AN SSP STRAP OPTION CONTRACTOR MAY DRILL AND EPDXY TO THE BOTTOM OF V DIA BOLTS. PROVIDE 2" WASHERS. ANY STUD WITH NO co STRAP. > Qj W m o _ Co Z EXISTING SLAB AND of 4-#4 EACH WAY W FOUNDATION iv TOP AND BOTTOM N SECTION r3 SECTION , " SECTION 2 SCALE: 3/4"=1'-O" S-2 3 -0 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-O" S-2 S-2 M SP4 STRAPS AT TOP OF EACH FULL HEIGHT STUD i SP4 STRAPS FROM ADD AN JSP STRAP BEAN! TO PLATES AT THE TOP OF ABOVE AT 24" O.C. i ANY STUD WITH NO WOOD CONNECTORS SHEATHING � STRAP. EXISTING HURRICANE CLIPS SEE NOTES TYPICAL HEADER 2-2X1 Q W/ PLYWOOD SUPPORT STUDS, TRUSS OR FLORIDA POST OR WALL SUPPORTED ITEM APPROVAL NO. EXISTING HURRICANE CLIPS ` ITEM Richard M. Renstrom ONE LSTA12 STRAP ONE END OF STRAP OPPOSITE END OF STRAP P.E. 37061 NEW 2X6'S AT 16" O.C. { STRAP EXISTING TOPo PLATES TO NEW FOR OPENINGS UNDER 36" PROVIDE A34 8-8dX1 .5" TOTAL FL 10446.3 z HEADERS AT 24" O.C. ONE JACK AND ONE FULL HEIGHT r o of STUD. FOR OPENINGS 36" AND •� NEW 2X6'S AT 24" O.G. � W/ SP4 STRAPS. ABU66 5/8 DIA BOLT 12-16d FL10849.6 0 � i GREATER PROVIDE ONE JACK AND 0 EXISTING ROOF NAIL TO EXISTING ROOFTWO FULL HEIGHT STUDS. NAIL JACK ECCQ46SDS2.5 � t° RAFTER AND WALL RAFTERS. TOENAIL TO NEW 2-2X10 W/ J" PLYWOOD AND FULL HEIGHT STUDS TOGETHER. ECCQ44SDS2.5 16-SDS Y4 X ASCREWS 14-SDS Y, X ASCREWS FL10860.10 FIRST CEILING RAFTER. HEADER OVER OPENINGS. A34 CLIP AT WINDOWS H2.5A 5-8d 5-8d FL10456.12 H3 4-8d 4-8d FL10456.13 HUC28-2 14-16d 6-10d FL10655.67 SECTION 4 + 11 AT WINDOWS LSTA12 5-10d 5-10d FL10852.4 F SCALE: 3/4"=1'-0" S-2 TOENAIL SILL SECTION 5 I MEMBERS LSTA15 6-10d 6-10d FL10852.4 SCALE: 3/4"=1'-O" S-2 ADD AN SSP STRAP TOGETHER LTT20B 1/2" DIA BOLT 10-10d FL11496.3 TO THE BOTTOM OF II v ANY STUD WITH NO STRAP. I I SECTION SP1 4-1Od TO PLATE 6-1Qd TO STUD FL10456.41 3 J y — LL — 6 of SCALE: 3/4"=1'-O" S-2 SP4 6-10dX1.5" TOTAL FL10456.43 LTT20B HOLDDOWN SSP 7-10d TOTAL AT DOUBLE PLATE, 5-10d AT SINGLE PLATE FL10456.48 S-2 OF 2 r �■ EXISTING GABLE WALL VERTICALS V p N N C04 � M N ADD 2X6 BLOCKING EVERY OTHER GABLE W o DI N N j' �t STUD IN FIRST RAFTER CC14 M v> N SPACE. SEE 1/S-2. ADD STIFFENERS TO Q FIRST TWO RAFTERS AT Z U - _ :T=47 P1 _ _ - - - - - - EACH END OF THE - - _ _ _ ROOF. ADD 2X6 X - 8'-0" CENTERED IN rn EXISTING ROOF SPAN. NAIL TO W RAFTERS _ _ _ _ _ _ _ _ _ _ EXISTING RAFTER. W 0 N Z_ zz Z N _ p w 4 4 EW BEAM 2 2X8 (' ``� _ � vWN S-2 c S-2 - - - - - - - - - - - - - - - - - - - �+ o 3 � �3 - - - - - - - - - - - - - - - - - - - - Z Lj ci J + -' a -'= - - - - - - (9 z - - - - - - a~ - - - - - - - - - - - - - - Z 0 LE N � W U PT4X4 POST CUT OUT SLAB FOR NEW _ 0 - - - - - - - - - - - - - - - - - - FOOTING 3' CN N NEW 2X6 CEILING ERS AT 16" O.C. ' S_2 w S-2 0 W/ 4-#4 EACH WAYt° N tz TOP AND BOTTOM. 'TOP ' ♦♦^^ FLUSH WITH SLAB. NEW SEAM VJ X 2-1.75"X11.25" LVL Z o N - - - - - - - - - - - , ■ , w f 2 o v/ N N to - - - - - - - cn co I w ON EACH SIDE OF � ADD STIFFENERS TO 1 OPENINGS WHERE SHOWN. ALL NEW HEADERS FIRST TWO RAFTERS AT � EACH END OF THE PROVIDE ADDED STUD AND ��_2-2X10 W/ �" PLYWOOD _ ROOF. ADD 2X6 X PROVIDE PER 6/S-2. 1 - - - - - - - - - - - - - - -- - - - 8'-0" CENTERED IN HOLDOW PT6X6 POST 1 SPAN, NAIL TO EXISTING RAFTER. - - - - - - - - - - - - - Z ADD 2X6 BLOCKINGADD BLOCKING AT ALL O N EVERY OTHER GABLE I PLYWOOD JOINTS c cn STUD IN FIRST RAFTER WITHIN SIX FEET OF SPACE. SEE 1/S-2. GABLES EACH END. Q�y Li. FLOOR PLAN ATTIC FRAMING PLAN ROOF FRAMING PLAN w SCALE 1/4"=1'-0" N Z3 SCALE 1/4"=1 -0>o SCALE 1/4"=l'-O" (T J ALL EXISTING DIMENSIONS AND NOTES: 1. FIELD VERIFY ALL EXISTING DIMENSIONS AND NOTES: 1. FIELD VERIFY ALL EXISTING DIMENSIONS AND Q NOTES: 1. FIELD VERIFY O CONDITIONS PRIOR TO START OF WORK. CONDITIONS PRIOR TO START OF WORK. CONDITIONS PRIOR TO START OF WORK. FIELD VERIFY NEW DIMENSIONS WHERE FIELD VERIFY NEW DIMENSIONS WHERE FIELD VERIFY NEW DIMENSIONS WHERE D LL WORK HAS TO ALIGN WITH EXISTING. WORK HASTO ALIGN WITH EXISTING. WORK HAS TO ALIGN WITH EXISTING. 2. VERIFY 2. VERIFY DIMENSIONS WITH FINAL ARCHITECTURE. FY DIMENSIONS WITH FINAL ARCHITECTURE. 2. VERIFY DIMENSIONS WITH FINAL ARCHITECTURE. V 3. NAILING OF WALL SHEATHING WILL HAVE TO BE VERIFIED. SEE GENL NOTE NO 18. m u w J cv DESIGN CRITERIA m Q 1. ALL DESIGN PER FLORIDA BUILDING CODE: 2007 EDITION, A ' WITH 2009 SUPPLEMENTS ' v 2. DESIGN LOADS: LIVE LOAD ROOF --------------------------- 20 PSF 3. WIND LOADS A. ) BASIC WIND SPEED = 120 MPH B. ) IMPORTANCE FACTOR = 1. 00 C. ) WIND EXPOSURE -B- D. ) INTERNAL PRESSURE COEFF = +/-0. 18 E. ) COMPONENT WIND LOADS 1. ) WALLS GENERAL STRUCTURAL NOTES TRIBUTARY AREA 10 SF ZONE 4 = +25. 9 / -28. 1 PSF ZONE 5 = +25. 9 / -34. 7 PSF TRIBUTARY AREA 20 SF ZONE 4 = +24. 7 / -26. 9 PSF 1. DESIGN PER FLORIDA BUILDING CODE: 2007 EDITION, WITH 2009 SUPPLEMENTS 13. WOOD FRAMING: ZONE 5 = +24. 7 / -32. 4 PSF A. DESIGN LOADS: A. SYP = #2 SOUTHERN PINE: FRAMING MEMBERS TRIBUTARY AREA 50 SF LIVE LOADS B. SPF = #Z SPRUCE PINE FIR: STUDS ROOF ----------------------------------------- 20 PSF C. LVL = MICROLLAM 1. 9E. AS `10 TE^v ZONE 4 = +23. 2 / -25. 4 PSF ATTIC - --- -- --------- --------------------- 30 PSF 14. MULTIPLE WOOD MEMBERS SHALL BE NAILED OR BOLTED TOGETHER. ZONE 5 = +23. 2 / -29. 3 PSFg, WIND LOADS 120 MPH ) 15. WOOD CONNECTORS: ALL WOOD CONNECTORS SHALL BE BY SIMPSON STRONG-TIE COMPANY. 2. SOIL PRESSURE (DESIGN MAX. } -------------------------- 2000 PSF ALL CONNECTORS SHALL BE HOT DIP GALVANIZED. INSTALL PER MANUFACTURERS E 2. ) ROOF ( ROOF SLOPE 7 - 27 DEGREES) ` THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING GEOTECHNICAL INFORMATION FOR RECOMMENDATIONS USING NAILS AND/OR BOLTS AS REQUIRED PER SIMPSON FOR MAXIMUM TRIBUTARY AREA 10 SF ` LOAD CARRYING CAPACITY UNLESS NOTED SPECIFICALLY ON THESE DRAWINGS. PREPARING THE SITE AND SHALL VERIFY THAT THE SITE IS CAPABLE OF PROVIDING A1��( ZONE 1 = +14. 9 / -23. 7 PSF I 2000 PSF SOIL BEARING. 16. ROOF SHEATHING - Restrom ZONE 2 = +14. 9 / -41. 3 PSF 3, IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE APA RATED SHEATHING: 19/32", 40/20, C-D EXPOSURE 1 Richard,., 70 i ZONE 3 = +14. 9 / -61. 0 PSF SOIL THE ARCHITECT SHALL BE NOTIFIED. ATTACHMENT PATTERN P'E ��1 TRIBUTARY AREA 20 SF 4. CONCRETE: DESIGN PER CURRENT EDITION A. C. I. - $d RINGSHANK NAILS AT 6" O. C. AT ALL SUPPORTS AND BLOCKING Gi ZONE 1 = +13. 6 / -23. 0 PSF A. ALL CONCRETE -------------------------------- V c = 3000 PSI - 8d RINGSHANK NAILS AT 4" O. C. WITHIN SIX FEET OF GABLES ZONE 2 = +13. 6 / -38. 0 PSF 5. REINFORCEMENT: REINFORCING BARS (GRADE 60) ----- A. S. T. M. A-615 17. ATTIC FLOOR SHEATHING Z ZONE 3 = +13. 6 / -57. 1 PSF WELDED WIRE MESH --------------- A. S. T. M. A-185 APA RATED SHEATHING: 15/32", 32/16, C-D EXPOSURE 1 INF, UNLESS OTHERWISE SHOWN ON ATTACHMENT PATTERN w R TRIBUTARY AREA 50 SF 6. MINIMUM COVER FOR CAST-IN-PLACE CONCRETE E , O o o I ZONE 1 = +11. 9 / -22. 2 PSF DRAWINGS, SHALL BE AS FOLLOWS: - 8d BOX NAILS AT 6" O. C. AT ALL SUPPORTS AND BLOCKING a cin ca ZONE 2 = +11. 9 / -33. 6 PSF FOOTINGS ---------------------------------------------- 3" 18. WALL SHEATHING: NAILING OF SHEATHING ON ALL WALLS WILL HAVE TO ZONE 3 = +11. 9 / -51. 8 PSF SLABS ------------------------------------------- CENTERED BE VERIFIED TO BE AS FOLLOWS. j 7. SPLICES IN REINFORCEMENT, WHERE PERMITTED, SHALL BE AS FOLLOWS: APA RATED SHEATHING: 15/32% 32/16, C-D EXPOSURE 1 WELDED WIRE MESH -------------------------------------- 8" ATTACHMENT PATTERN F. ) END STRIP a = THE LESSER OF: ALL POURED CONCRETE ------------ CLASS "B" TENSION SPLICE - 8d NAILS AT 6" O, C. AT ALL SUPPORTS AND BLOCKING 0. 10 LEAST HORIZ DIM OF BLDG = 0. 10 X 21 = 2. 1 FT BARS IN MASONRY ------------------------- 48 BAR DIAMETERS - 8d NAILS AT 4" O. C. WHERE SHOWN ON PLAN OR I 8. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES 19. TITEN ANCHORS: TITEN CONCRETE AND MASONRY SCREWS BY SIMPSON. ALL ANCHORS 0. 40 EAVE HEIGHT = 0. 40 X 9 = 3. 6 FT DURING PLACEMENT OF CONCRETE. USE PLASTIC COATED FEET WHERE CONCRETE IS 11 SHALL BE 1/4" DIAMETER X 2. 75" LONG. INSTALL PER MANUF RECOMMENDATIONS. USE BUT AT LEAST: EXPOSED. PHILLIPS FLAT HEAD ON WOOD BUCKS ONLY WHERE DOOR WILL ATTACH DIRECTLY TO 0. 04 LEAST HORIZ DIM OF BLDG = 0. 04 X 20 = 0. 8 FT 9. EPDXY ANCHORS: WHEN EPDXY IS CALLED OUT FOR BOLTING OR INSTALLING DOWELS BUCKS. ALL OTHER AREAS USE HEX HEAD WITH WASHER. FL2355. 1 z OR 3 FEET INTO CONCRETE OR MASONRY IS CALLED FOR ON THE DRAWINGS PROVIDE EPDXY ANCHORS 29, SEE ARCH. , PLUMBING, LANDSCAPING, MECH. , AND ELEC. DRAWINGS FOR DRIPS, g EnUSE a = 3. 0 FT. AS FOLLOWS: DRILL A MIN 6" HOLE AND EPDXY THE BOLT CALLED OUT ON THE REGLETS, CHAMFERS, RUSTICATIONS, SLOTS, SLEEVES, ANCHORS, INSERTS, AND R DRAWINGS USING THE HILTI HIT-HY 20 FOR ANCHORING INTO HOLLOW MATERIALS AND OPENINGS REQUIRED. HILTI HIT HY-150 EPDXY FOR ANCHORING INTO SOLID CONCRETE OR SOLID GROUTED 21. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL, AND KEY PLAN MASONRY. ALL DRILLING AND INSTALLATION SHALL BE PER MANUFACTURER' S PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE ** k 1. a=4. 0' RECOMMENDATIONS. PROCEEDING WITH STRUCTURAL WORK AFFECTED. o E COPY 2. ZONE 3 10. ANCHOR RODS OR BOLTS AB ----- A. S. T. M. F-1554, GRADE 36 22. VERIFY ALL EXISTING D I MENS I ONS AND CONDITIONS PRIOR TO START OF I z J � w ZONE 2 --C--)------ A. S. T. M. A-307 CONSTRUCTION. ,�� 3 a! w ® 11. MACHINE BOLTS (MB) ZONE 1 NOT SHADED12. AT MACHINE AND ANCHOR BOLTS, THE NUT SHALL BE DRAWN TIGHT AND PROJECTING o 3. ZONE 3 ON THIS PLAN THREADS UPSET. LOCATES ZONE 5 ON REVIMED FOR CODE COMPLIICE WALLS BELOW. ALL Ef CITY OFA'IZ.ANTIC BEAC OTHER WALLS ZONE 4. SEE PERMITS FOR ADDITIONALS- 1 REQUIREMENTS AND CONDMONS OF 2 REVIEWED BY: DATE; ^l ADD 2X6 X 8'-0" LONG ADD 2X6 BLOCKING EVERY OTHER STIFFENER TO FIRST TWO GABLE STUD. NAIL TO STUD, TOENAIL ADD 2X6 X 8'-0" LONG RAFTERS EACH END TO RAFTER. NAIL PLYWOOD TO STIFFENER TO FIRST TWO BLOCKING AT 4" O.C. RAFTERS EACH END TIE EXISTING RIDGE MEMBER OVERHANG MATCH EXISTING G - i TIN NEW PLYWOOD NEW PLYWOOD EXISTING ROOF RAFTERS TO NEW BEAM WITH LSTA12 SHEATHING SEE SHEATHING SEE AND RIDGE MEMBER STRAPS AT 24" O.C., NOTES NOTES STAGGER SIDE TO SIDE. n n n n II II II II II ( ( ii II II Li » » u u » CLIP EVERY OTHER STUD CLIP BEAM TO 2X12 WITH TO EDGE BEAM WITH ONE 2-135X1 1.25 LVL 2-2X8 TWO H2.5A CLIPS. LTSA12 STRAPS. VARIES VARIES SEE PLAN BEAM HANGAR 2X12 SUPPORT FOR NEW HUC28-2 RIDGE BEAM. EXTEND OVER H3 EVERY OTHER RAFTE TIE EXISTING RIDGE MEMBER ECCQ44SDS2.5 POST CAP TO NEW BEAM WITH LSTA12 FIVE STUDS MIN. NAIL TO STRAPS AT 24 O.C., EACH STUD W/ 3-16d SHEATHING STAGGER SIDE TO SIDE. NAILS. SEE NOTES ECCQ46SDS2.5 POST CAP E -- CEILING / ATTIC FRAMING SEE 3/S-2 CONTIN 2X6 — — — — — — — — — — — — — — TIE TOP PLATES OF WALL ADD A RAFTER EACH SIDE 2X6'S AT 16" O.C. TOGETHER ACROSS POST OF POST AND NAIL TO POST ATTACH TOP AND BOTTOM OF WITH LSTA15 STRAP. W/ 3-10d NAILS EACH SIDE. AT EXTERIOR WALL—� XISTING GARAGE DOOR HEADER CLIP EVERY RAFTER TO POST WITH FOUR H2.5A P CLIPS. ADD SOLID BLOCKING AT TO THE WALL TOP NE CLIP EACH SIDE OF POST ALL PLYWOOD JOINTS IN PLATE. TOP AND BOTTOM OF BEAM. WALL AND NAIL BOTH SIDES OF SHEATHING TO BLOCKING WITH 8d NAILS AT 6" O.C. ADD AN SSP STRAP — FILLER WALL AT CENTER OF GARAGE DOOR, AT THE TOP OF ANY STUD WITH NO 2X4 #2 SPRUCE—PINE—FIR STUDS AT 16" STRAP. 0. C. DOUBLE STUDS AT SIDES OF DOOR. BOTTOM PLATE: PT2X4 SYP OLT TO FLOOR WITH ONE W DIA BOLT NEW INTERIOR WALLS ACH ND OF WALL. DRILL AND EPDXY OR BETTER SPRUCE—PI ACE. STUDS AT 16" O. C. C AND BOTTOM OF EVERY OVIDE SP1 CLIP TOP AND BOTTOM OF STUD WITH AN SSP CL TUDS BOTTOM PLATE: PT2X4 ALL SHEATHING: SEE GENERAL NOTES ATTACH BOTTOM PLATE FLOOR WITH TITEN SC 32"0. C. PROVIDE WAS PT4X4 POST SITS ON PT2X4 PLATE ON BOTTOM EXISTING STUD WALL OF NEW WALL. NAIL A STUD TO EACH SIDE OF THE 4X4 POST. ADD A V' DIA X 10" ANCHOR T6X6 POST WITH BOLT W/HOOK EACH SIDE OF POST AND STUDS BU66 POST BASE TO ANCHOR TWO LTT208 HOLDOWNS. AS AN ADD AN SSP STRAP— OPTION CONTRACTOR MAY DRILL AND EPDXY ki" TO THE BOTTOM OF DIA BOLTS. PROVIDE 2" WASHERS. ANY STUD WITH NO STRAP. XISTING SLAB AND �I 4—#4 EACH WAY OUNDATION iv TOP AND BOTTOM IONSECTION 1 SECTION 2 SCALE: 3/4"=1'-0" 4"=1'-0" S-2 3'-0" SCALE: 3/4"=1'-0" S-2 SP4 STRAPS AT TOP OF EACH FULL HEIGHT STUD ------------- SP4 STRAPS FROM ADD AN SSP STRAP BEAM TO PLATES AT THE TOP OF ABOVE AT 24" O.C. ANY STUD WITH NO WOOD CONNECTORS SHEATHING STRAP. TYPICAL HEADER SEE NOTES 2-2X10 W/ PLYWOOD SUPPORT STUDS, TRUSS OR EXISTING HURRICANE CLIPS ONE LSTA12 STRAP ITEM POST OR WALL SUPPORTED ITEM NEW 2X6'S AT 16" O.C. ONE END OF STRAP OPPOSITE END OF STRAP STRAP EXISTING TOP PLATES TO NEW FOR OPENINGS UNDER 36" PROVIDE A34 8-8dX1.5" TOTAL HEADERS AT 24" O.C. ONE JACK AND ONE FULL HEIGHT NEW2X6'S AT 24" O.C. W/ SP4 STRAPS. STUD. FOR OPENINGS 36" AND ABU66 5/8" DIA BOLT 12-16d NAIL TO EXISTING ROOF GREATER PROVIDE ONE: JACK AND SCREWS 14—SDS X X 2 SCREWS TWO FULL HEIGHT STUDS. NAIL JACK Ya 21z Y4 RAFTERS. TOENAIL TO NEW 2-2 W/ E" PLYWOOD AND FULL HEIGHT STUDS TOGETHER. ECCQ44SDS2.5 16—SOS FIRST CEILING RAFTER. HEADER OVER OPENINGS. A34 CLIP AT WINDOWS H2.5A 5-8d 5-8d H3 4-8d 4-8d II HUC28-2 14-16d 6-10d ION K--4� AT WINDOWS LSTA12 5-10d 5-10d TOENAIL SILL 1'-0" S-2 SECTION MEMBERS LSTA15 6-10d 6-10d 5 I TOGETHER SCALE: 3/4"=1'-0" S-2 ADD AN SSP STRAP I I I LTT20B 1/2" DIA BOLT 10-10d TO THE BOTTOM OF SECTION ANY STUD WITH NO STRAP. SP1 4-1 Od TO PLATE 6-1 Od TO STUD Ali6 LL SCALE: 3/4"=1'-0" S-2 SP4 6-1OdX1.5" TOTAL LTT206 HOLDDOWN SSP 7-10d TOTAL AT DOUBLE PLATE, 5-10d AT SINGLE PLAT MAP SHO' NG BOUNDARY SURVEY OF 7 BLOCK. ", x —, 32 t . rsi3 x t S1 i181( xY: w l Sia .: fj CERTIFIED Til C D C3r'.%.f` D€N' & '"A.i1d 0'�1�.t Vit, PROPERTY LINE AOA PROPERTY LINE — — — — — — — — dw — — — — — — — �p�:M (7T 11 # . 4'-4)T 2'-10" '-6" CV N 55`21 NEI °E 49.95' (MEA' RIED I 3' 6' — —3 r-5. — —2 cm O O CD � cli WA .. �— s <.. CLOSET 1'o• a0 � caQ �' -q I... — — — 2 O F— O CV x r- I €5C r as4.1 # 'o � It B Q cm W O W ai Hv.4'.. i j f-a r I I - - BATH Q o �. cc Ir— o _ _ O CV O 01 f a I F = Q X t Y "� Q U Q cn w rxtlars f I A ao I " ( W 6-4 3-6)F W W .... .. � � Q � W r=, Lam" W W v ILJ U � Ucnm � x P • � I-- w N E ... x. .xE3 3' 2'-3" t'-6• Q Q V) x:t NEW 4X4 POST Q Z CLR MIN I. i > € x .tt: _ _ a. 2 OVER NEW ISOLATED I I C/1 (/) *� . CONCRETE FOOTING I W W w O _ F III o o I " O � O CL °' LU LOT 3 � LOT =u I N �i� III I z 4. i � , iY i III 1 yEl� s ti `' - - — — — — — — - - - - — — — — — — — — - - - , ::€ Q« ,r.. 2V �t • €���� �-.kS.Y• k - - - - - - - - - - -- - - - - - - - - - - - - - I----------- I I III . . d 40 — - i ISI r Ili I NEW 6X6 POST SU ORTING Ili I I IRIDGEII. I o NEW t� 2 6�!a I z 6'-0 6'-0' Q L__�.. ........................... ... ....................... ....................................... ...................... . ........................... ..................+..r I t ° 9 ' LEC�EIN D: S '*34'04" 2p'-44V W 50.02' (MEASURED) x u ercett .0,00' (PLA T`' � . „ 0 : PLAZA DRIVE r�rsrar€ tom•WWI z€r�IMI J itl RAI eysa►f Ray Thompson SI. RVEY1NG, EXISTING FLOOR PLAN PRPOSED FLOG PLAN EXISTING AND 46131�rt any.Swa.210 �V" t R T E, :�. I 1 /4 — 1 —0 1 /4 1 .F ► Cv _ cls mss, - I tru) 7e U PROPOSED DOOR SCHEDULE L= < ,tIR 161 C3A fI t F ~k,DLIRVI f- 7-2tI4 SIwAL 1' -= ` SURVEY/SITE NOTES: CERTIFICATE � ` I- Ott ftWD D Ax+ t 0 ._ :.x>,. _.. a cxa�r r r+ eft ivy�� DOOR Q PLAN � ,k *ES1E x> MV� CF 1 Cl„" I to » �,$u"' �Y ft1 T; V ST�C n0 G .Y GO i ut," rL lDO�(w ! � �! ��a�:�..a � � GENE RAL NOTES: SIZE ��� . �1 d �� . �;; E2 ,wk rlY�, � NAVA&Am�. � MARK WD HGT THK STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS W w » > ' n'��'f Rt LECTS A£t Ea t tS & "T WAY AS PER FIFC R :a OSED ALTERATIONS TO AN EXISTING 01 PR 3'-0" 6'-8" 1 1/4" SLIDING — DOUBLE — FULL LITEALUMINUM CLEAR INSULATED—TEMPERED—LOW E WHITE STAINLESS STEEL LEFT FIT WITHIN EXISTING WALL OPENING r �� eo ,€TIS s , or* SUFf UKVISS o � STAYED R ,. .� THE ATTACHED DRAWINGS DESCRIBE PROP ..� 1 =20 oT 1 vEfurICA1 NAra I 1 r OT Ykt UWiC 1 O", -` ..,v..„ > ' GARAGE AS PART OF A SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, 02 PR 3•-0" 6'-8" 1 1/4" SLIDING — DOUBLE — FULL LITE ALUMINUM CLEAR INSULATED—TEMPERED—LOW E WHITE STAINLESS STEEL RIGHT FIT WITHIN EXISTING WALL OPENING 4.• ""I's Su "a'M eft VAUD iaflovr of iN 1►sEttTsC�tt EAEc1f� 9Grtat�)*E �£t�5T13�'1� Wit 9l�O 146 StATC Or ELBA DETACHED G 03 PR 3•-0• 6•-8' 1 1/4" SLIDING — DOUBLE — FULL UTE ALUMINUM CLEAR INSULATED—TEMPERED—LOW E WHITE STAINLESS STEEL LEFT -- AA151 1 1lt'1n SEAT. "9 FLORIDA. 04 PR 3'-0" 6'-8' 1 1 4" SLIDING — DOUBLE — FULL UTE ALUMINUM CLEAR INSULATED—TEMPERED—LOW E WHITE STAINLESS STEEL RIGHT THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH 05 2'-8' 6'-8" 1 3/4" HINGED — SINGLE —2 PANEL SC WOOD 2 PANEL -- WHITE STAINLESS STEEL RIGHT UNDERCUT DOOR FOR AIR FLOW O6 2•-6' 6'-8' 1 3 4" HINGED — SINGLE —2 PANEL SC WOOD 2 PANEL -- WHITE STAINLESS STEEL RIGHT UNDERCUT DOOR FOR AIR FLOW ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC)— 2007 EDITION WITH O 2009 SUPPLEMENTS— AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF U ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE WINDOW SCHEDULE CONSTRUCTION PROCESS. SIZE SITE INFORMATION: MARK WIDTH HEIGHT STYLE MATERIAL HARDWARE COLOR HEAD HEIGHT GLAZING REMARKS 1 2'-0' 3'-0' DOUBLE HUNG ALUMINUM ALUMINUM WHITE 6'-a. CLEAR INSULATED—LOW E FIT WITHIN EXISTING WALL OPENING 7 THE BUILDING DESCRIBED HEREIN IS LOCATED AT 369 PLAZA BLVD IN ATLANTIC 2 2'-0' 2'-0' AWNING ALUMINUM STAINLESS STEEL WHITE 7•-0' CLEAR INSULTED—LOW E TEMPERED GLASS L 3 2'-0" 2'-0' AWNING ALUMINUM STAINLESS STEEL WHITE 7'-0' CLEAR INSULATED—LOW E BEACH, FLORIDA. ...�....�.... .�,.�...._,,.......�.�...•------••---" NO ALTERATIONS ARE PLANNED FOR THE SITE OTHER THAN TO MODIFY AN < _j ..... . �••,__—•....�,...._..... EXISTING GRAVEL DRIVEWAY TO BE AT A LOWER ELEVATION WHERE IT TOUCHES NOTE: EXTERIOR DOORS AND WINDOWS HERE CONSIDERED TO COMPLETE J THE BUILDING. SITE DRAINAGE AND COVERAGE ARE NOT IMPACTED. ALL WORK WILL ENCLOSURE OF STRUCTURE WITHIN EXPOSURE CATEGORY B AND BASIC WIND SPEED OF 120 MPH. SEE STRUCTURAL DRAWINGS FOR REQUIRED DESIGN _...... -- - BE CONTAINED UNDER AN EXISTING ROOF AREA. ....m�. PRESSURES. �........�.w...-. �--.--- ... -... --,,.._, � . � BUILDING INFORMATION: .... .....,..�..._... ...... ...... -...._.�............ — '` -- y THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP .. ....--...----------"" ��-,-... ,�y R-3. THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED — _..._ ... THE PROPOSED OUTBUILDING MODIFICATIONS ARE HERE CONSIDERED TO CONSTITUTE A LEVEL 3 ALTERATION PER FBC MODIFICATIONS INCLUDE .. .................... a' M -� REMOVAL AND REINSTALLATION OF EXISTING METAL ROOF, WEATHERPROOFING OF -�-�----�- ...."""' ° 4 .� - EXISTING WALLS, REPLACEMENT OF EXISTING DOORS AND WINDOWS WITH NEW AND ................................ - """"" WS, THE ADDITION OF CEMENTITIOUS SIDING AT ADDITIONAL DOORS AND WINDOWS, _.................._.._...,........... EXTERIOR WALLS, THE ADDITION OF FOAM INSULATION AT ALL EXTERIOR WALLS ` ROOF, THE COVERING OF ALL FOAM INSULATION, THE ADDITION OF INTERIOR DRAWING INDEX :- ................... ..........................................= ITION OF A BATHROOM. THE STRUCTURE OFAND RWOOD STUD PARTITIONS, AND THE ADD _ PLY WITH CURRENT C REQUIREMENTS.e.. THE BUILDING WILL BE MODIFIED SEE STRUCTURAL DRAWINGS FOR DETAIL ...... . — ......... _ NEW ELECTRICAL WIRING, PLUMBING, AND HVAC WILL BE PROVIDED PER FBC. ........... ........ _ n' _ . '" THE OUTBUILDING IS CONSIDERED AN ENCLOSED STRUCTURE WITH CONVENTIONAL — L PLANS AND GENERAL NOTES ° ° ° ..... WINDOWS TO BE PROTECTED BY PRECUT AND LABELED J" PLYWOOD PANELS TO � SHEET 1 OV .....�_ °o ' �: � � � �� ---- - _.�- BE STORED IN AN INTERIOR CLOSET. MOUNTING ELEMENTS FOR PANELS WILL BE ..� � � _. SHEET 2 BUILDING ELEVATIONS AND SECTIONS S .m,... ... . . L PLAN _.... _ A ' ' � ' .., �' •.• PREPARED FOR PLYWOOD INSTALLATION. ALL EXTERIOR DOOR AND WINDOW SHEET 3 WALL SECTIONS AND ELECTRICAL ..... ..... BE MET PER FBC REQUIREMENTS. BUILDING WIND ED — = 2' 4, 8, .. ... DESIGN PRESSURES WILL -- EXPOSURE HERE CONSIDERED CATEGORY B WITH 120 MPH BASIC WIND SPE SHEETS 1 STRUCTURAL RAL FRAMING PLANS SEE STRUCTURAL DRAWINGS FOR DETAIL. SHEET S-2= STRUCTURAL SECTIONS AND DETAILS ---, EXISTING ENCLOSED AREA= 525 GSF +/— . ALL ENCLOSED AREA WILL BE CONDITIONED. NO ADDITIONAL AREA WILL BE OVERALL ENCLOSED. PLANS, NOTES PERSPECTIVE VIEW FROM SOUTHEAST ALL CURRENT LIFE SAFETY/EXITING AND ACCESSIBILITY REQUIREMENTS ARE TO BE + + EDFOR CODE COMPLIANCE & PERSPECTIVE MET PER FBC. CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. REVMWED BY. DATE: C0—lcf`b9' 06-09-09 k x FILE COPY : . V `. i r u i i 1 i i I � i .......... ' N cm N O 13 13 N Q N , cc r (� ca cc i ca O Q N C3 U N QOW... COwIYO � o >< wQUQCAu- " WV) QV) W = N IzZ wZwUo EXISTING EAST ELEVATION U ce U Lu S E M STING SOUTH ELEVATION S J i m NOTE SCHEDULE Rzr PR❑VIDE STONE TILE FLO❑RING SET OVER EXISTING CONCRETE SLAB, PROVIDE VAPOR BARRIER > THROUGH SETTING BED ❑ R ALTERNATIVE MEMBRANE. TILE TO BE SELECTED BY OWNER. ADD > I) IJ Q w Z cl' EXISTING 5V GALVANIZED METAL ROOF TO REMOVED AND REINSTALLED OVER SELF—ADHERING WATERPROOF MEMBRANE OR RUBBER PAN UNDER MORTAR AT SHOWER LOCATION PER TILE COUNCIL OF u j — — WATERPROOF MEMBRANE SUCH AS GRACE ICE&WATER SHIELD TO BE APPLIED TO NEW 5/8" EXTERIOR AMERICA RECOMMENDATIONS. PROVIDE FIBER CEMENT WALL BOARD BENEATH TILE AT SHOWER WALLS. BE O 2 O � QJ GLUE PLYWOOD SHEATHING AFFIXED TO EXISTING ROOF RAFTERS WITH STIFFENERS AS SPECIFIED IN 5 SURE TO SEPARATE FIBER CEMENT WALL BOARD FROM ANY FLOOR MORTAR BED WITH SEALANT. SHOWER Q w Q O w 1 STRUCTURAL DRAWINGS. APPLY OPEN CELL FOAM PLASTIC INSULATION TO BE SPRAYED AT UNDERSIDE OF BENCH HERE CONSIDERED TO BE "SOLID" AS STONE TILE SET OVER CMU WALL OR WATERPROOF w w N Z N SHEATHING TO 5" THICKNESS TO ACHIEVE AIR AND THERMAL BARRIER. FOAM TO BE COVERED WITH MEMBRANE OVER PLYWOOD AND STUD BOX. SLOPE TOP OF BENCH TO DRAIN. TAKE CARE TO APPLY NOMINAL 1X6 T&G V—JOINT PINE WOOD PANELING TO PROVIDE FIRE PROTECTION AND CEILING FINISH. CONTINUOUS WATERPROOFING AT CORNERS. ANY RESULTANT ATTIC CAVITIES ARE CONSIDERED CONDITIONED SPACE AND NOT VENTED. INSTALL ALL REMOVE EARTH AND GRAVEL AT BASE OF EXTERIOR WALLS TO ACHIEVE MIN 6' CLEARANCE PRODUCTS PER MANUFACTURER RECOMMENDATIONS 6 BETWEEN EXTERIOR SIDING AND GRADE, TAKE CARE TO PROVIDE POSITIVE DRAINAGE AWAY FROM AT WOOD FRAMED EXTERIOR WALL PROVIDE FIELD PAINTED FIBER CEMENT LAPPED SIDING SUCH AS BUILDING TO SURROUNDING GRADE OR SWALE. FOUNDATION WILL EXTEND MIN 12' BELOW GRADE. "HARDIEPLANK" LAPPED W/ 5" TO WEATHER INSTALLED OVER DUPONT TYVEK HOMEWRAP WEATHER ALL NEW INFILL WOOD FRAMING WILL BE INSTALLED IN A MANNER CONSISTENT WITH EXISTING I I BARRIER MEMBRANE OVER NEW AND EXISTING 7¢" EXTERIOR GLUE PLYWOOD ATTACHED TO NEW AND 7 CONDITIONS BUT WILL BE BRACED AND STRAPPED T❑ IMPROVE STRUCTURAL INTEGRITY OF EXISTING STRUCTURE. SEE STRUCTURAL DRAWINGS FOR DETAIL. 3 EXISTING 2x4 WOOD STUDS SPACED 16" O.C.. FILL STUD CAVITY WITH 3" OPEN CELL SPRAY FOAM I 2 INSULATION TO PROVIDE THERMAL AND AIR BARRIER. INTERIOR WALL FINISH AND INSULATION PROTECTION FOR NEW PLUMBING SAWCUT AND TERMITE TREAT EXISTING CONCRETE SLAB AS REQUIRED. TO BE NOMINAL 1X T&G WOOD PANELING OR GYPSUM BOARD PER CLIENT SELECTION. EXTERIOR WALL INCORPORATE NEW PUMP T❑ CARRY SEWAGE TO STREET GIVEN LACK ❑F FALL TO STREET. ! 8 PROVIDE ELECTRIC ON—DEMAND TANKLESS HOT WATER HEATER ON EXTERIOR WALL PER I I CORNERS TO BE TRIMMED WITH NOMINAL 1X4 WHITE PRIMED FINGER JOINT CEDAR OR MATCH MANUFACTURER RECOMMENDATIONS. CONSULT OWNER FOR POTENTIAL EXTERIOR SPIGOT APPEARANCE AND MATERIAL OF EXISTING HOUSE. . ALL TYVEK JOINTS TO BE LAPPED IN WATER SHEDDING FASHION AND FULLY TAPED. ALL MATERIALS TO BE INSTALLED PER MANUFACTURER INSTALLATION. ! I I RECOMMENDATIONS PROVIDE MIRROR GLASS AS BACKSPLASH AND WALL COVER BEHIND SINK AT BAR. ATTACH WOOD SHELVES TO METAL ANGLES AFFIXED TO WALL FRAMING THROUGH HOLES CUT INTO MIRROR SUCH I I l ! 3 PROVIDE WOOD BLOCKING TO BE PAINTED BETWEEN EXISTING OUTLOOKERS TO ENCLOSE INTERIOR AND 9 THAT SHELVES COVER HOLES, MIRROR AT BATHROOM SET OVER WOOD PANELING OR GYPSUM PROVIDE BACKING FOR SPRAY INSULATION. BOARD AS SELECTED. O AT WOOD FRAME WALL OPENINGS TREAT ALL ROUGH OPENINGS WITH LIQUID APPLIED WATERPROOFING s PROVIDE 2X6 CEILING JOISTS AND ATTIC FLOOR TO BE SPACED AT 16' O.C. CEILING TO BE MEMBRANE SUCH AS BEI WETFLASH PM 7000 COVERING INTERIOR OF OPENING AND OUT ONTO VERTICAL PLYWOOD SHEATHING A MIN OF 10". APPLY PER MANUFACTURER RECOMMENDATIONS. INSTALL FLANGE �✓pOD. PROVIDE �' PLYWOOD DECKING AT ATTIC AS DESIRED BY CLIENT FOR POTENTIAL STORAGE 10 PROVIDE GYPSUM BOARD ❑R PLYWOOD AT WALLS ; I TYPE WINDOWS AND DOORS PER WINDOW SCHEDULE AND NOTES ACCORDING TO MANUFACTURERS AT HIGH PART OF ATTIC. AT ATTIC CAVITY Q AND CEILING T❑ PROTECT FOAM INSULATION FROM FIRE. PROVIDE SCUTTLE ACCESS IN CLOSET AS j I RECOMMENDATIONS. SET WINDOW FLANGE OVER BEAD OF SEALANT ONTO LIQUID APPLIED MEMBRANE AND THEN SEAL FLANGE TO MEMBRANE WITH SELF—ADHERING FLASHING TAPE SUCH AS GRACE VYCOR PLUS. ! Q HEAD TAPE OVER SAME AT JAMBS AND THEN SILL. WINDOW SHOULD HAVE INTERNAL PROV DE CUT STONE TILE OVER FIBER CEMENT WALL BOARD AT SHOWER WALLS FROM FLOOR T❑ 0 TAKE CARE TO LAP 11 CEILING INCLUDING OUTSIDE FACE OF SHOWER ENCLOSURE WALL THAT FACES BATHROOM. ALL DRAINING CAPABILITY TO ALLOW ANY INTRUSION OF WATER TO DRAIN OUT ABOVE SILL FLASHING AND OTHER BATHROOM WALLS ARE TO BE 1X T&G WOOD HORIZONTAL. — FLANGE TAPING. INSTALL WEATHER RESISTANT BARRIER SUCH AS TYVEK MEMBRANE TO EXTEND OVER ry REPLACE OR REPAIR EXISTING WOOD BRACKETS AT SOUTH GABLE XTENSION FRAMING. SEE DETAIL LiJ 4 FLANGE AND THEN SEALED TO FLANGE WITH TAPE. AT EXTERIOR TRIM WINDOWS WITH PRIMED 2X 12 FINGERJOINT CEDAR TRIM AS SHOWN. BRING TRIM TO WITHIN 3/8" OF WINDOW FRAME AND APPLY ON SHEET 3. BACKER ROD AND COMPATIBLE SEALANT WITHIN GAP. PROVIDE ALUM CAP FLASHING WITH DRIP OVER 13 REMOVE EXISTING BRICK PIERS AT SOUTH SIDE OF STRUCTURE OR PRESERVE AND REPAIR EXIS��I�G�NO�RTH ELEVATION SEXISTING BEST ELEVATION TOP OF WOOD HEAD TRIM. TYPICALLY SEAL BETWEEN FIBER CEMENT SIDING AND WOOD TRIM EXCEPT AT EXISTING DECORATIVE WOOD TRELLIS, S 1/4"= i/4"=1'-0" O WINDOW HEAD WHERE SIDING LAPS OVER ALUMINUM FLASHING. DOOR INSTALLATION SAME EXCEPT AT ALL WALL OPENINGS TO BE PROTECTED BY Ji' THICK PLYWOOD PANELS OR RATED FABRICS TO BE J SILL WHERE CUSTOM FABRICATED ALUMINUM PAN FLASHING WITH INTEGRAL END DAMS IS SET IN 14 PRECUT, LABELED FOR LOCATION AND STORED IN THE CL❑SET, MEANS FOR INSTALLATION SUCH AS SEALANT BEAD OVER WETFLASH AND DOOR SET INTO PAN. BACKSIDE AND END DAMS OF SILL PAN THREADED SCREWS T❑ BE EITHER PERMANENTLY INSTALLED IN WALL AROUND OPENINGS OR FLASHING TO EXTEND UP AS HIGH AS POSSIBLE BUT STILL BE OBSCURED BY FLOOR TILE GROUT. SEAL STORED WITH PANELS FOR READY INSTALLATION. SEE FBC R301.2.1.2 EXCEPTION FOR DEATIL. GAP BETWEEN BACK OF DOOR FRAME AND VERTICAL FACE OF SILL PAN FLASHING. PROVIDE 1X WOOD PROVIDE NEW 6X6 POST AT SOUTH WALL T❑ SUPPORT NEW DOUBLE LVL RIDGE. BEAM, 6X6 AND � CASING W INTERIOR TRIM PER DRAWINGS AND OWNER CHOICE. 15 LVL'S TO BE SHEATHED IN IX WOOD TO OBSCURE METAL STRAPPING. NORTH END OF NEW BEAM TO BE SUPPORTED BY NEW 4X4 POST WITHIN STUD WALL TO REST ON NEW ISOLATED CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS FOR DETAIL, . o _ 1 < U 12 Q 15 WALL MOUNTED 10 15 2 LLJ W AIR HANDLER J 2 WALL SCONCE ...... ........................................._._ _..:_ 9 _�..._. _.. ......._.._ U oil :... .................... N i0 ...... --- _. Q E SOUTH ELEVATION E 1/EASTME LEVATION Q BUILDING SECTION C BUILDING SECTION A 14•=1•-0" 1�4..1-.p• cm l 1 10 12 15 2 15 10 .......................................... 4 2 ........................................... ............................................................................................................................ ............... .... ................................ ................................................................................................... ........................................................ ........................................... ...... ................. �___. 312_ .................................................................................................................................................. �m m .......................... ........................................................................................................................................ ............................................................................. ........... ........... ...�..................... ......................................... �._._ . ................................................................................................................................................................................................... ........................................................... .................... ........... ... .............................................................. N ............................................................................................................................................................................... 11 ®„m0000,o .................... ........... ..........'............. ............................................................................................................................................................................................................................................................. ...{{..................... ............. ..... ...................................................................................................................... 11 3 •_ _____ ......�...... i .............................................. 5 I _ — 1 $ — _ _ _ ............................................................................................................................................................. ................................................................................ }........... w :.. EXISTING & PROPOSED ELEVATIONS & B BUILDING SECTION D BUILDING SECTION E NORTH ELEVATION E 111EST ELEVATION SECTIONS 14.01.-0. 1 4.01-0 1�4 01-0' 06-09-09 i WIND❑W INSTALLATI❑N (METHOD A) WEATHER RESITIVE BARRIER (WRB) APPLIED AFTER THE WIND❑W INSTALLATI❑N. � 1 1 FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE, q STEPS SECTION A b Q APPLY SILL FLASHING THROUGH WINDOW JAMB 12 € :::- ®APPLY BEAD OF SEALANT ¢ , :: 12AT HACK OF WINDOW :i`':i,...;;...;.;• FLANGE L SET WINDOW (PAN SEALANT BEAD Y 4 HEAD SCREWS MUST BE USED BEHIND MOUNTING TO FACILITATE INSPECTION) FLANGE, :: .;..>>i ::. •t ••• ®APPLY HEAD OF SEALANT AT SIDE JAMBS SEAL .. THE WINDOW FRAME T O OPENING, APPLY A %' NOM ... APPLY JAMB FLASHING DIA BED TO THE BACKSIDE (INTERIOR) OF THE WINDOW CIQ ®APPLY BEAD OF SEALANT FLANGE, IN LINE WITH ANY O ^" PREM HED HOLES OR SLOTS HEAD ' APPLY HEAD FLASHING CQ FLASHING .............................. ®JAMB FLASHING Q cm N i ......................... 0 APPLY CONT, SEAL TO THE MOUNTING SEALANT BEAD BETWEEN cm Cr7 IN WATER SHEDDING FASHION, FLANGES AT THE TOP (HEAD) AND FLASHING AND MOUNTINGlqzr 10 STARTING AT THE BASE OF SIDES (JAMBS) OF WINDOW. EXTEND Cr] THE WALL 6 WORKING TOWARD FLANGE co III O G Q [il :.;.;. = I SEALANT AT JAMBS 8 I1' ABOVE THE TOP, INSTALL THE WRB THE R.O. AT HEAD. EMBED JAMB Fj TO THE FACE OF THE FLASHING INTO SEALANT AND ^ W 0 SHEATHING. TUCK WRB UNDER FASTEN IN PLACE, (FLASHING Q Cm I.._, = w 3 3 SILL FLASHING, AND OVER GOES OVER SEALANT), I Q O X :...:.: ,.:.:.: .,. JAMB & HEAD FLASHING. ... 8 CONNECTWITH EATHING TAPE, LL THE WRB TO THE FLASHING w W W W CALL 4 SIDES) w < (nT N Lu CLZ wZWU � FLASHING AT HEAD G 4 EXTENDS 1' BEYOND w W W 2 JAMB FLASHING U w/ i"- W ®HEAD FLASHING J CL --I d■ $ EMBED BOTTOM OF THE Q Q (j w N HEAD FLASHING AGAINST Z THE APPLIED; .......... ............... Q_ Q_ TT _ 4 � SEALANT (FLASHING GOES SEALANT OVER SEALANT), EXTEND LLJ �/ I-I- 0 / HEAD FLASHING BEYOND S w Cm / I EACH JAMB FLASHING, ` O O c ................. // FASTEN IN PLACE, J J W ------ ......_......... .. - .......................... \ —, LL. w N Z CL / I . v. A I A ....................................................................... ::: R. ..................................................._:::::::::::::::::::::::::::::::::.::::::::::::::::::::::.:::::.:::.::::::::::::::::.::::.::. .. ::::::::::. (@JAMB FLASHING i EXTEND JAMB FLASHING 77 TO OVERLAP SILL � 00 00FLASHING, EXTEND I ..................................................................................................................................................................... .. JAMB FLASHING 8 )6' ABOVE ROUGH OPENING I / SEALANT AT HEAD, APPLY TAPE • • T� •;.. .;.; AT CORNERS TO � Maa TEMPORARILY HOLD FLASHING IN PLACE SILL FLASHING _. _._....._........_.._ _-_-....... TI WRB IS APPLIED tt' UNTIL t<. 7 II. #I SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, >. .. ............... .............--..................................................................................................:.............. .................. :.. PLUMB, AND LEVEL CONDITION, USE CORROSION : :::::: o RESISTANT FASTENERS, FASTEN WINDOWS PER ,L WINDOW MANUFACTURER FASTENER SPECIFICATIONS. .......................... Q ........... .. ........ INTERI❑R VIEW < r .... .:. ... TOP LEFT CORNER OF WINDOW ... ce 5 >. 5 p mnn. 2'-r " 6 6 I t Li Z v r o 1 1-3 I M 220V - - .................. ........ to is V iSAFETY r---o■ I ' GLASS Q I E 3 --.......... FCl ; . ACCESS O 1 • I r s t i i I .................. ...... � ........ . ....... I � - I . .. ........... ,.... ...... I : : � : ;.... :::................::::; I N Q ........................ : :.... ................. I : :.... E i i ........................... ..................:....................... .................:.........................I...........t.............. ... ...... LLJ i . . : : : . I � I — — — : : : ........................ : I ;.... 0 ....... ...----............... ...................-_... C rn " BRACKET DETAIL I REFR. Fil 22DV _ - - isl.-0. 1rALL SECTION AIR HANDLER -III- 1 2WALL SECTION WALL MOUTED 0 9'N NAFF 2'-9"-LII-- 2'-g" '4'-8` O U TEL I i _ I I E NOTE SCHEDULE PROVIDE STONE TILE FLO❑RING SET OVER EXISTING CONCRETE SLAB, PROVIDE VAPOR BARRIER CM III o I Q EXISTING 5V GALVANIZED METAL ROOF TO REMOVED AND REINSTALLED OVER SELF-ADHERING THROUGH SETTING BED ❑R ALTERNATIVE MEMBRANE, TILE T❑ BE SELECTED BY OWNER, ADD III � Z WATERPROOF MEMBRANE OR RUBBER PAN UNDER MORTAR AT SHOWER LOCATION PER TILE COUNCIL OF ISI N WATERPROOF MEMBRANE SUCH AS GRACE ICE&WATER SHIELD TO BE APPLIED TO NEW 5/8" EXTERIOR AMERICA RECOMMENDATIONS. PROVIDE FIBER CEMENT WALL BOARD BENEATH TILE AT SHOWER WALLS. BE _ _ _ _ _ _ _ _ — — — — — — — — — Q GLUE PLYWOOD SHEATHING AFFIXED TO EXISTING ROOF RAFTERS WITH STIFFENERS AS SPECIFIED IN 5 SURE TO SEPARATE FIBER CEMENT WALL BOARD FROM ANY FLOOR MORTAR BED WITH SEALANT. SHOWER I 1 1 STRUCTURAL DRAWINGS. APPLY OPEN CELL FOAM PLASTIC INSULATION TO BE SPRAYED AT UNDERSIDE OF BENCH HERE CONSIDERED TO BE '!SOLID" AS STONE TILE SET OVER CMU WALL OR WATERPROOF o J J SHEATHING TO 5" THICKNESS TO ACHIEVE AIR AND THERMAL BARRIER. FOAM TO BE COVERED WITH MEMBRANE OVER PLYWOOD AND STUD BOX. SLOPE TOP OF BENCH TO DRAIN. TAKE CARE TO APPLY NOMINAL 1X6 T&G V—JOINT PINE WOOD PANELING TO PROVIDE FIRE PROTECTION AND CEILING FINISH. ICONTINUOUS WATERPROOFING AT CORNERS. I ANY RESULTANT ATTIC CAVITIES ARE CONSIDERED CONDITIONED SPACE AND NOT VENTED. INSTALL ALL REMOVE EARTH AND GRAVEL AT BASE OF EXTERIOR WALLS TO ACHIEVE MIN 6' CLEARANCE I PRODUCTS PER MANUFACTURER RECOMMENDATIONS 6 BETWEEN EXTERIOR SIDING AND GRADE. TAKE CARE TO PROVIDE POSITIVE DRAINAGE AWAY FROM III I <C AT WOOD FRAMED EXTERIOR WALL PROVIDE FIELD PAINTED FIBER CEMENT LAPPED SIDING SUCH AS BUILDING TO SURROUNDING GRADE OR SWALE, FOUNDATION WILL EXTEND MIN 12' BELOW GRADE, I \ "HARDIEPLANK" LAPPED W/ 5" TO WEATHER INSTALLED OVER DUPONT TYVEK HOMEWRAP WEATHER ALL NEW INFILL WOOD FRAMING WILL BE INSTALLED IN A MANNER CONSISTENT WITH EXISTING I II BARRIER MEMBRANE OVER NEW AND EXISTING Nj" EXTERIOR GLUE PLYWOOD ATTACHED TO NEW AND 7 CONDITIONS BUT WILL BE BRACED AND STRAPPED TO IMPROVE STRUCTURAL INTEGRITY OF II EXISTING 2x4 WOOD STUDS SPACED 16" O.C.. FILL STUD CAVITY WITH 3" OPEN CELL SPRAY FOAM 1EXISTING STRUCTURE. SEE STRUCTURAL DRAWINGS FOR DETAIL, II FOR NEW PLUMBING SAWCUT AND TERMITE TREAT EXISTING CONCRETE SLAB AS REQUIRED. 2 INSULATION TO PROVIDE THERMAL AND AIR BARRIER. INTERIOR WALL FINISH AND INSULATION PROTECTION II TO BE NOMINAL 1X T&G WOOD PANELING OR GYPSUM BOARD PER CLIENT SELECTION. EXTERIOR WALL INCORP❑RATE NEW PUMP TO CARRY SEWAGE TO STREET GIVEN LACK OF FALL TO STREET, 8 PROVIDE ELECTRIC ON—DEMAND TANKLESS HOT WATER HEATER ON EXTERIOR WALL PER CORNERS TO BE TRIMMED WITH NOMINAL 1X4 WHITE PRIMED FINGER JOINT CEDAR OR MATCH APPEARANCE AND MATERIAL OF EXISTING HOUSE. . ALL TYVEK JOINTS TO BE LAPPED IN WATER MANUFACTURER RECOMMENDATIONS, CONSULT OWNER FOR POTENTIAL EXTERIOR SPIG❑T SHEDDING FASHION AND FULLY TAP MATERIALS TO BE INSTALLED PER MANUFACTURER INSTALLATION, I I I �1� � U ED. ALL MA LS RECOMMENDATIONS PROVIDE MIRR❑R GLASS AS BACKSPLASH AND WALL COVER BEHIND SINK AT BAR, ATTACH WOOD u T❑ MIRROR SUCH PROVIDE WOOD BLOCKING TO BE PAINTED BETWEEN EXISTING OUTLOOKERS TO ENCLOSE INTERIOR AND s SHELVES TO METAL ANGLES AFFIXED TO WALL FRAMING THROUGH HOLES CUT INELECTRICAL PLAN 3 PROVIDE BACKING FOR SPRAY INSULATION. THAT SHELVES COVER HOLES, MIRROR AT BATHROOM SET OVER WOOD PANELING OR GYPSUM AT WOOD FRAME WALL OPENINGS TREAT ALL ROUGH OPENINGS WITH LIQUID APPLIED WATERPROOFING BOARD AS SELECTED, 1/4"=1'-0" N PROVIDE 2X6 CEILING JOISTS AND ATTIC FLOOR TO BE SPACED AT 16' O.C. CEILING TO BE T&G MEMBRANE SUCH AS BEI WETFLASH PM 7000 COVERING INTERIOR OF OPENING AND OUT ONTO VERTICAL PLYWOOD SHEATHING A MIN OF 10". APPLY PER MANUFACTURER RECOMMENDATIONS. INSTALL FLANGE WOOD, PROVIDE �' PLYWOOD DECKING AT ATTIC AS DESIRED BY CLIENT FOR POTENTIAL STORAGE ELECTRICAL LEGEND W E TYPE WINDOWS AND DOORS PER WINDOW SCHEDULE AND NOTES ACCORDING TO MANUFACTURER'S 10 AT HIGH PART OF ATTIC, AT ATTIC CAVITY PROVIDE �' GYPSUM B❑ARD ❑R PLYWOOD AT WALLS RECOMMENDATIONS. SET WINDOW FLANGE OVER BEAD OF SEALANT ONTO LIQUID APPLIED MEMBRANE AND AND CEILING T❑ PROTECT FOAM INSULATION FROM FIRE, PROVIDE SCUTTLE ACCESS IN CLOSET AS THEN SEAL FLANGE TO MEMBRANE WITH SELF—ADHERING FLASHING TAPE SUCH AS GRACE VYCOR PLUS. SH❑WN, DUPLEX OUTLET WATERPROOF RECESSED ®WP HEAT FAN LIGHT NOTE 1: ALL BEDROOM OUTLETS TO S ® HAVE ARC FAULT CIRCUIT INTERUPTERS PROVIDE CUT STONE TILE OVER FIBER CEMENT WALL BOARD AT SHOWER WALLS FROM FLOOR TO 16 AFF TMP 6 DOWNUGHT W/ LENS HFL PER NEC. TAKE CARE TO LAP HEAD TAPE OVER SAME AT JAMBS AND THEN SILL. WINDOW SHOULD HAVE INTERNAL DRAINING CAPABILITY TO ALLOW ANY INTRUSION OF WATER TO DRAIN OUT ABOVE SILL FLASHING AND 11 CEILING INCLUDING OUTSIDE FACE OF SHOWER ENCLOSURE WALL THAT FACES BATHROOM, ALL DUPLEX GFCI �cFci BROADBAND �CM EXHAUST FAN CABLE MODEM NOTE 2: ALL LIGHT FIXTURES ARE TO FLANGE TAPING. INSTALL WEATHER RESISTANT BARRIER SUCH AS TYVEK MEMBRANE TO EXTEND OVER OTHER BATHROOM WALLS ARE TO BE 1X T&G WOOD HORIZONTAL 220 VOLT OUTLET �9220v _ BE DIMMABLE PER OWNER SELECTION. REPLACE OR REPAIR EXISTING WOOD BRACKETS AT SOUTH GABLE EXTENSION FRAMING. SEE DETAIL INTERIOR LIGHTING FIXTURE ® 220V 4 FLANGE AND THEN SEALED TO FLANGE WITH TAPE. AT EXTERIOR TRIM WINDOWS WITH PRIMED 2X 12 JUNCTION BOX © SURFACE MOUNTED AT CEIUNG HVAC SPLIT SYSTEM ❑N SHEET 3, CoMHMACNOTE 3: INSTALL COMPACT FLUORESCENT FINGERJOINT CEDAR TRIM AS SHOWN. BRING TRIM TO WITHIN 3/8" OF WINDOW FRAME AND APPLY SUCH As DAIKIN REMOVE EXISTING BRICK PIERS AT SOUTH SIDE OF STRUCTURE OR PRESERVE AND REPAIR WALL SWITCH $ WALL scoNCE � Rx FrxS WITH coMP" LAMPS WHEREVER POSSIBLE. BACKER ROD AND COMPATIBLE SEALANT WITHIN GAP. PROVIDE ALUM CAP FLASHING WITH DRIP OVER 13 � 22ov EXISTING DECORATIVE WOOD TRELLIS, 3 WAY WALL SWITCH $3 WIRED SMOKE DETECTOR W/ BATTERY EXTERIOR COMPRESSOR WALL SECTIONS TOP OF WOOD HEAD TRIM. TYPICALLY SEAL BETWEEN FIBER CEMENT SIDING AND WOOD TRIM EXCEPT AT CEIUNG MOUNTED AND INTERIOR WALL �� AH NOTE 4: INSTALL ALL FIXTURES AND WINDOW HEAD WHERE SIDING LAPS OVER ALUMINUM FLASHING. DOOR INSTALLATION SAME EXCEPT AT ALL WALL OPENINGS T❑ BE PROTECTED BY THICK PLYWOOD PANELS DR RATED FABRICS T❑ BE TELEPHONE OUTLET STEL MOUNTED AIR HANDLER. EQUIPMENT PER MANUFACTURER DETAILS SILL WHERE CUSTOM FABRICATED ALUMINUM PAN FLASHING WITH INTEGRAL END DAMS IS SET IN 14 PRECUT, LABELED FOR LOCATI❑N AND STORED IN THE CLOSET, MEANS FOR INSTALLATI❑N SUCH AS CABLE TV OUTLET 4 T TANKLESS ELECTRIC ® RECOMMENDATIONS. r SEALANT BEAD OVER WETFLASH AND DOOR SET INTO PAN. BACKSIDE AND END DAMS OF SILL PAN THREADED SCREWS TO BE EITHER PERMANENTLY INSTALLED IN WALL AROUND OPENINGS OR HOT WATER HEATER RESIDENTIAL UFT PUMP ELECTRICAL PLAN STORED WITH PANELS FOR READY INSTALLATION, SEE FBC R301,21,2 EXCEPTI❑N FOR DEATIL, CEIUNG FAN RECESSED DOWN UGHT STATION WITH PUMP NOTE 5: ALL SLIDING GLASS DOORS AND FLASHING TO EXTEND UP AS HIGH AS POSSIBLE BUT STILL BE OBSCURED BY FLOOR TILE GROUT. SEAL PROVIDE NEW 6X6 POST AT SOUTH WALL TO SUPPORT NEW DOUBLE LVL RIDGE BEAM, 6X6 AND WRhI LIGHT ® FOR SEWAGE WINDOWBEQUIPPED W BELOW AN BOUT ALARM GAPGAP BETWEEN BACK OF DOOR FRAME AND VERTICAL FACE OF SILL PAN FLASHING. PROVIDE 1X WOOD PER FBC R4101.17.1.9 UNLESS CASING AT INTERIOR TRIM PER DRAWINGS AND OWNER CHOICE. 15 LVL'S TO BE SHEATHED IN 1X WOOD TO OBSCURE METAL STRAPPING. NORTH END OF NEW BEAM TO CONSIDERED UNNECESSARY AS PARE OF BE SUPPORTED BY NEW 4X4 POST WITHIN STUD WALL TO REST ON NEW ISOLATED CONCRETE EXISTING 'GRANDFATHER" CONDITION OF THE EXISTING HOME AND CONSIDERED FOOTING, SEE STRUCTURAL DRAWINGS FOR DETAIL, UNDESIREABLE BY HOME OWNER. 06-09-09